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 12/20/12 EST. NO.40 TIME 11:43 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 --------------------------------------------------------------------------- 007 0004 2,815.59 A.C. @ U.P.(+) 121812 N 003 0 0005 1,773.34 E.W. @ U.P (+) 121812 N 005 0 031 0008 46,842.43 E.W. @ U.P (+) 121812 N 008 0 51,431.36 TOTAL THIS ESTIMATE 4,351,304.65 TOTAL PREVIOUS ESTIMATE 4,402,736.01 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 12/20/12 EST. NO.40 TIME 11:43 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 ITEM 49 TIE & DOWEL 76,148.00 21 NO 374 TEST RES QCQA -15,000.00 24 NONSTAND APPLICATION -4,000.00 31 INITIAL DED CPM&SWPP -26,827.00 32 CPM&SWPPP RELEASE 32 31,827.00 33 371 TEST RESULTS 15,000.00 33 ITM 49 TIE&DOWEL BAR -191,678.00 35 AGG CV 8212 -29,400.00 36 STAGE2 TIE&DOWEL BAR 46,078.16 36 AGG CV 8212 28,350.00 37 AGG CV 91112 -29,400.00 37 DELINQUENT CPM -50,000.00 37 STAGE2 TIE&DOWEL BAR -180,889.28 37 AGG SA 91912 -1,050.00 38 CPM EST # 50,000.00 38 0.00 -434,258.12 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 RECD PYRL #20 1,000.00 23 MISS PYRL -5,000.00 32 RECD PYRL #32 5,000.00 33 MISS PYRL -10,000.00 37 RECD PYRL #37 10,000.00 38 0.00 0.00 TOTAL DEDUCTIONS 0.00 -434,258.12 PROGRAM CAS145 PAGE 1 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 11:43 AM ESTIMATE NO. 40 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 12/20/12 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 12/20/12 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.750 1,875 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,250.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 1,500.0000 750,000.00 15.000 22,500.00 524.000 786,000 004 TEMPORARY FENCE (TYPE ESA) LF 5.0000 1,600.00 382.000 1,910 005 48" TEMPORARY CULVERT LF 95.0000 38,000.00 0.000 0 006 60" TEMPORARY REINFORCED CONCRETE PIPE LF 270.0000 3,780.00 0.000 0 INLET 007 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.041 1,640.00 0.950 38,000 008 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250 PREVENTION PLAN 009 TEMPORARY FIBER ROLL LF 3.2000 12,480.00 8,055.000 25,776 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 12,000.00 10.000 30,000 011 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 25,000.00 1.000 2,500.00 37.000 92,500 012 STREET SWEEPING LS 80,000.0000 80,000.00 0.041 3,280.00 0.950 76,000 013 CONSTRUCTION AREA SIGNS LS 19,000.0000 19,000.00 0.879 16,701 014 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 0.930 83,700 015 TYPE III BARRICADE EA 53.0000 49,820.00 97.000 5,141.00 545.000 28,885 016 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 32,700.00 35.000 1,050.00 670.000 20,100 017 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.902 13,530 018 TEMPORARY RAILING (TYPE K) LF 10.0000 53,600.00 860.000 8,600.00 5,580.000 55,800 019 TEMPORARY CRASH CUSHION MODULE EA 150.0000 18,000.00 56.000 8,400 020 REMOVE METAL BEAM GUARD RAILING LF 7.0000 8,330.00 1,591.000 11,137 021 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3500 26,565.00 13,290.000 4,651 STRIPE 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 24,960.00 9,288.000 2,786 PROGRAM CAS145 PAGE 2 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 11:43 AM ESTIMATE NO. 40 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 12/20/12 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.2000 506.00 1,570.000 3,454.00 2,880.000 6,336 024 REMOVE PAVEMENT MARKER EA 0.7500 4,230.00 2,461.000 1,845.75 3,622.000 2,716 025 REMOVE ROADSIDE SIGN EA 50.0000 1,100.00 104.000 5,200 026 REMOVE SIGN STRUCTURE EA 3,000.0000 3,000.00 0.000 0 027 RESET ROADSIDE SIGN EA 200.0000 600.00 1.000 200 028 RELOCATE ROADSIDE SIGN EA 200.0000 2,200.00 4.000 800 029 REMOVE BOX CULVERT CY 50.0000 27,000.00 237.360 11,868 030 BRIDGE REMOVAL LS 30,000.0000 30,000.00 1.000 30,000 031 BRIDGE REMOVAL (PORTION) LS 30,000.0000 30,000.00 1.000 30,000 032 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000 033 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.250 12,500.00 1.000 50,000 034 ROADWAY EXCAVATION CY 4.6000 371,680.00 59,353.040 273,023 035 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 036 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 30,250.00 605.000 30,250 (F) 037 STRUCTURE BACKFILL (BRIDGE) CY 125.0000 45,000.00 360.000 45,000 (F) 038 IMPORTED BORROW CY 5.0000 5,900,000.00 1,256,135.000 6,280,675 039 EROSION CONTROL (TYPE C) ACRE 2,370.0000 85,320.00 1.000 2,370.00 41.090 97,383 040 EROSION CONTROL (DRILL SEED) ACRE 1,315.0000 131,500.00 11.950 15,714.25 97.240 127,870 041 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 6,750.00 5.000 3,750 042 12" CORRUGATED HIGH DENSITY LF 20.0000 80,400.00 3,863.000 77,260 POLYETHYLENE PIPE CONDUIT 043 FINISHING ROADWAY LS 300,000.0000 300,000.00 1.000 300,000 044 CLASS 1 AGGREGATE SUBBASE CY 16.0000 1,808,000.00 269.800 4,316.80 113,831.620 1,821,305 045 CLASS 2 AGGREGATE BASE CY 24.5000 1,117,200.00 51,862.150 1,270,622 046 LEAN CONCRETE BASE CY 70.0000 4,914,000.00 204.810 14,336.70 67,267.920 4,708,754 047 HOT MIX ASPHALT TON 70.0000 5,152,000.00 -0.160 -11.20 99,954.650 6,996,825 048 TACK COAT TON 700.0000 140,000.00 0.679 475.30 81.179 56,825 049 CONCRETE PAVEMENT CY 98.0000 11,760,000.00 358.020 35,085.96 110,989.840 10,877,004 PROGRAM CAS145 PAGE 3 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 11:43 AM ESTIMATE NO. 40 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 12/20/12 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SHOULDER RUMBLE STRIP STA 30.0000 45,000.00 1,389.260 41,677 (PPC, GROUND-IN INDENTATIONS) 051 SEAL PAVEMENT JOINT LF 3.2500 1,371,500.00 488,400.650 1,587,302 052 FURNISH PILING (CLASS 90) LF 45.0000 56,700.00 1,288.750 57,993 (ALTERNATIVE "Y") 053 DRIVE PILE (CLASS 90) EA 1,700.0000 54,400.00 32.000 54,400 (ALTERNATIVE "Y") 054 FURNISH PILING (CLASS 140) LF 28.0000 80,108.00 2,938.990 82,291 (ALTERNATIVE "X") 055 DRIVE PILE (CLASS 140) EA 1,700.0000 115,600.00 68.000 115,600 (ALTERNATIVE "X") 056 FURNISH PILING (CLASS 140) LF 45.0000 116,100.00 2,591.190 116,603 (ALTERNATIVE "Y" MOD) 057 DRIVE PILE (CLASS 140) EA 1,900.0000 83,600.00 44.000 83,600 (ALTERNATIVE "Y" MOD) 058 PRESTRESSING CAST-IN-PLACE CONCRETE LS 55,000.0000 55,000.00 1.000 55,000 059 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 350.0000 32,550.00 93.000 32,550 (F) 060 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 862,500.00 1,725.000 862,500 (F) 061 STRUCTURAL CONCRETE (WING WALL) CY 750.0000 93,750.00 125.000 93,750 (F) 062 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 62,500.00 125.000 62,500 (F) (TYPE N) 063 CLASS 2 CONCRETE (BOX CULVERT) CY 480.0000 574,560.00 1,197.000 574,560 (F) 064 CLASS 2 CONCRETE (HEADWALL) CY 1,050.0000 284,550.00 354.000 371,700 (F) 065 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 1,500.00 0.000 0 (F) 066 DRILL AND BOND DOWEL LF 20.0000 7,000.00 466.130 9,322 067 10' X 8' PRECAST CONCRETE BOX CULVERT LF 640.0000 843,520.00 1,318.000 843,520 068 REFINISH BRIDGE DECK SQFT 56.0000 18,760.00 361.000 20,216.00 361.000 20,216 069 JOINT SEAL (MR 1/2") LF 85.0000 9,945.00 123.000 10,455.00 201.000 17,085 070 JOINT SEAL (MR 2") LF 100.0000 8,200.00 82.000 8,200 071 BAR REINFORCING STEEL LB 0.5600 193,883.20 349,873.000 195,928 (F) 072 BAR REINFORCING STEEL (BRIDGE) LB 0.5300 225,223.50 424,950.000 225,223 (F) 073 BAR REINFORCING STEEL (WING WALL) LB 0.7000 8,664.60 12,378.000 8,664 (F) 074 FURNISH SIGN STRUCTURE (TUBULAR) LB 5.1500 101,295.35 1,778.000 9,156 (F) 075 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.4500 8,851.05 1,778.000 800 (F) 076 FURNISH SIGN STRUCTURE (TRUSS) LB 5.2500 148,596.00 3,150.000 16,537 (F) PROGRAM CAS145 PAGE 4 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 11:43 AM ESTIMATE NO. 40 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 12/20/12 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 5,660.80 3,150.000 630 (F) 078 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 17.0000 4,080.00 0.000 0 079 FURNISH LAMINATED PANEL SIGN SQFT 17.0000 2,550.00 0.000 0 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 12,600.00 597.490 5,377.41 1,741.690 15,675 (0.063"-UNFRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 31,590.00 472.590 4,253.31 1,291.510 11,623 (0.080"-UNFRAMED) 082 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 675.0000 66,825.00 99.000 66,825 (SIGN FOUNDATION) 083 ROADSIDE SIGN - ONE POST EA 170.0000 56,100.00 37.000 6,290.00 208.000 35,360 084 ROADSIDE SIGN - TWO POST EA 270.0000 3,510.00 29.000 7,830.00 62.000 16,740 085 24" ALTERNATIVE PIPE CULVERT LF 45.0000 119,250.00 3,050.450 137,270 086 18" PLASTIC PIPE LF 60.0000 15,600.00 164.500 9,870 087 18" REINFORCED CONCRETE PIPE (RUBBER LF 130.0000 3,640.00 28.000 3,640 GASKET JOINT) 088 24" REINFORCED CONCRETE PIPE (RUBBER LF 50.0000 81,500.00 1,128.700 56,435 GASKET JOINT) 089 48" REINFORCED CONCRETE PRESSURE PIPE LF 170.0000 45,900.00 272.000 46,240 (RUBBER GASKET JOINT) 090 54" REINFORCED CONCRETE PRESSURE PIPE LF 220.0000 85,800.00 381.200 83,864 (RUBBER GASKET JOINT) 091 JACKED 48" REINFORCED CONCRETE PIPE LF 360.0000 14,400.00 40.000 14,400 (CLASS IV) 092 24" WELDED STEEL PIPE CASING (BRIDGE) LF 160.0000 44,320.00 277.000 44,320 093 24" ALTERNATIVE FLARED END SECTION EA 450.0000 27,900.00 59.000 26,550 094 ROCK SLOPE PROTECTION CY 80.0000 53,600.00 956.400 76,512 (FACING, METHOD B) 095 ROCK SLOPE PROTECTION FABRIC SQFT 0.2000 1,552.00 20,326.800 4,065 096 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 2.7500 256,300.00 30,185.000 83,008.75 79,570.000 218,817 097 CHAIN LINK FENCE (TYPE CL-6) LF 12.0000 5,400.00 0.000 0 098 DELINEATOR (CLASS 1) EA 31.0000 13,020.00 212.000 6,572.00 212.000 6,572 099 MILEPOST MARKER EA 48.0000 960.00 0.000 0 100 OBJECT MARKER EA 30.0000 720.00 0.000 0 101 METAL BEAM GUARD RAILING (STEEL POST) LF 25.0000 27,000.00 350.000 8,750.00 1,612.500 40,312 102 CONCRETE BARRIER (TYPE 25) LF 85.0000 104,380.00 1,228.000 104,380 (F) 103 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 1,500.00 50.000 1,500 (STEEL POST) PROGRAM CAS145 PAGE 5 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 11:43 AM ESTIMATE NO. 40 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 12/20/12 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TRANSITION RAILING (TYPE WB) EA 3,900.0000 27,300.00 2.000 7,800.00 8.000 31,200 105 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 2,400.00 4.000 3,200.00 6.000 4,800 106 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 27,600.00 6.000 13,800.00 14.000 32,200 107 CRASH CUSHION, SAND FILLED EA 6,200.0000 12,400.00 0.000 0 108 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 22,140.00 11,413.600 3,424.08 11,730.600 3,519 109 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 20,460.00 8,073.000 4,440.15 24,805.000 13,642 110 THERMOPLASTIC PAVEMENT MARKING SQFT 2.7000 48,330.00 11,036.000 29,797.20 17,355.000 46,858 111 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 708.00 408.000 81.60 1,910.000 382 (BROKEN 12-3) 112 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 22,400.00 25,892.000 4,142.72 36,430.000 5,828 (BROKEN 36-12) 113 THERMOPLASTIC TRAFFIC STRIPE LF 0.2400 82,080.00 58,321.000 13,997.04 108,716.000 26,091 (SPRAYABLE) 114 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3600 26,668.00 4,470.000 10,549.20 10,619.000 25,060 115 HIGHWAY LIGHTING LS 275,000.0000 275,000.00 0.231 63,525.00 0.715 196,625 116 MODEL 500 CHANGEABLE MESSAGE SIGN SYSTEM LS 25,000.0000 25,000.00 0.301 7,525 (LOCATION 1) 117 MODEL 500 CHANGEABLE MESSAGE SIGN SYSTEM LS 22,000.0000 22,000.00 0.159 3,498.00 1.000 22,000 (LOCATION 2) 118 ROADSIDE WEATHER INFORMAITON SYSTEM LS 40,000.0000 40,000.00 0.576 23,040 119 TRAFFIC MONITORING STATION (LOCATION 1) LS 20,000.0000 20,000.00 0.668 13,360 120 TRAFFIC MONITORING STATION (LOCATION 2) LS 10,000.0000 10,000.00 0.090 900.00 0.391 3,910 121 TRAFFIC MONITORING STATION (LOCATION 3) LS 5,000.0000 5,000.00 0.088 440.00 0.286 1,430 122 TRAFFIC MONITORING STATION (LOCATION 4) LS 10,000.0000 10,000.00 0.085 850.00 0.275 2,750 123 TRAFFIC MONITORING STATION (LOCATION 5) LS 35,000.0000 35,000.00 0.480 16,800 PROGRAM CAS145 PAGE 6 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 11:43 AM ESTIMATE NO. 40 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 12/20/12 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 447,996.02 41,533,983.53 ADJUSTMENT OF COMPENSATION 2,815.59 2,878,582.20 EXTRA WORK 48,615.77 1,524,153.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 499,427.38 45,936,719.54 124 MOBILIZATION LS 4,510,000.0000 4,510,000.00 1.000 4,510,000 ORIGINAL CONTRACT AMOUNT 45,178,321.50 TOTAL WORK COMPLETED 499,427.38 50,446,719.54 MATERIALS ON HAND ON SITE 103,710.77 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -434,258.12 TOTAL 499,427.38 50,116,172.19 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 01/09/13 526 288 38 0 100% 98% PROGRESS IS SATISFACTORY MICHAEL WEBER RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/12