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 09/22/11 EST. NO.25 TIME 10:35 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 0161 692.92 E.W. @ F.A.(+) 081511 N 0602.0 0162 648.37 081611 N 0603.0 0163 688.16 081711 N 0604.0 0164 487.59 081811 N 0605.0 0165 572.86 060311 N 0613.0 0166 33.79 060811 N 0486.1 0167 337.79 060311 N 0475.1 003 0018 300.00 E.W. @ F.A.(+) 063011 N 0592.0 0019 3,571.67 072611 N 0614.0 006 0194-1 -1,017.16 E.W. @ F.A.(+) 072110 N 0239.0 DAO CORRECTING ENTRY 0196-1 -1,140.63 072010 N 0240.0 DAO CORRECTING ENTRY 0197-1 -4,126.68 070710 N 0241.0 DAO CORRECTING ENTRY 018 0047 222.65 E.W. @ F.A.(+) 071811 N 0555.0 0048 222.65 071911 N 0557.0 0049 153.55 072111 N 0585.0 0050 138.21 072211 N 0587.0 0053 2,122.62 080111 N JWT003 0056 155.76 080911 N 0600.0 0057 2,526.61 080811 N JWT006 0058 1,212.52 080911 N JWT007 0060 213.43 082211 N 0606.0 0061 372.98 082911 N 0615.0 0062 180.33 083111 N 0617.0 022 0036 307.67 E.W. @ F.A.(+) 070511 N JWT-14 0042 64.50 061511 N 0495.0 0044 105.94 080811 N 0599.0 0046 157.24 090611 N 0620.0 0047 157.24 090811 N 0621.0 030 0003 56.23 A.C. @ U.P.(+) 091911 N 3 0 041 0023 16,220.25 E.W. @ F.A.(+) 033111 N JWT-91 0026 17,655.08 040511 N JWT-94 0027 18,045.79 040611 N JWT-95 0029 6,659.21 042011 N JWT-97 045 0005-1 -3,688.51 E.W. @ F.A.(+) 050511 N 0465.1 DAO CORRECTING ENTRY 0005-2 3,183.18 050511 N 0465.1 DAO CORRECTING ENTRY 0008 804.30 A.C. @ U.P.(+) 091911 N 8 0 050 0001 436.07 E.W. @ F.A.(+) 053111 N 0478.0 0004 1,707.74 060611 N 0481.0 0006 253.21 071111 N 0516.0 70,695.13 TOTAL THIS ESTIMATE 1,376,800.96 TOTAL PREVIOUS ESTIMATE 1,447,496.09 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 09/22/11 EST. NO.25 TIME 10:35 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 0.00 -92,269.00 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 RECD PYRL #20 1,000.00 23 0.00 0.00 TOTAL DEDUCTIONS 0.00 -92,269.00 PROGRAM CAS145 PAGE 1 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 10:35 AM ESTIMATE NO. 25 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 09/20/11 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 09/22/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.750 1,875.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,250.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 1,500.0000 750,000.00 21.000 31,500.00 320.000 480,000.00 004 TEMPORARY FENCE (TYPE ESA) LF 5.0000 1,600.00 382.000 1,910.00 005 48" TEMPORARY CULVERT LF 95.0000 38,000.00 0.000 0.00 006 60" TEMPORARY REINFORCED CONCRETE PIPE LF 270.0000 3,780.00 0.000 0.00 INLET 007 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.048 1,920.00 0.682 27,280.00 008 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.516 1,548.00 PREVENTION PLAN 009 TEMPORARY FIBER ROLL LF 3.2000 12,480.00 7,941.000 25,411.20 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 12,000.00 1.000 3,000.00 7.000 21,000.00 011 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 25,000.00 1.000 2,500.00 26.000 65,000.00 012 STREET SWEEPING LS 80,000.0000 80,000.00 0.048 3,840.00 0.704 56,320.00 013 CONSTRUCTION AREA SIGNS LS 19,000.0000 19,000.00 0.650 12,350.00 014 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 0.048 4,320.00 0.738 66,420.00 015 TYPE III BARRICADE EA 53.0000 49,820.00 421.000 22,313.00 016 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 32,700.00 616.000 18,480.00 017 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.090 1,350.00 0.740 11,100.00 018 TEMPORARY RAILING (TYPE K) LF 10.0000 53,600.00 3,780.000 37,800.00 019 TEMPORARY CRASH CUSHION MODULE EA 150.0000 18,000.00 56.000 8,400.00 020 REMOVE METAL BEAM GUARD RAILING LF 7.0000 8,330.00 471.000 3,297.00 021 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3500 26,565.00 13,290.000 4,651.50 STRIPE 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 24,960.00 9,288.000 2,786.40 PROGRAM CAS145 PAGE 2 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 10:35 AM ESTIMATE NO. 25 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 09/20/11 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.2000 506.00 902.000 1,984.40 024 REMOVE PAVEMENT MARKER EA 0.7500 4,230.00 873.000 654.75 025 REMOVE ROADSIDE SIGN EA 50.0000 1,100.00 100.000 5,000.00 026 REMOVE SIGN STRUCTURE EA 3,000.0000 3,000.00 0.000 0.00 027 RESET ROADSIDE SIGN EA 200.0000 600.00 0.000 0.00 028 RELOCATE ROADSIDE SIGN EA 200.0000 2,200.00 4.000 800.00 029 REMOVE BOX CULVERT CY 50.0000 27,000.00 33.960 1,698.00 030 BRIDGE REMOVAL LS 30,000.0000 30,000.00 0.000 0.00 031 BRIDGE REMOVAL (PORTION) LS 30,000.0000 30,000.00 0.000 0.00 032 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000.00 033 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.750 37,500.00 034 ROADWAY EXCAVATION CY 4.6000 371,680.00 1,802.600 8,291.96 45,532.190 209,448.07 035 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 036 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 30,250.00 605.000 30,250.00 (F) 037 STRUCTURE BACKFILL (BRIDGE) CY 125.0000 45,000.00 301.670 37,708.75 (F) 038 IMPORTED BORROW CY 5.0000 5,900,000.00 116,161.590 580,807.95 1,117,546.360 5,587,731.80 039 EROSION CONTROL (TYPE C) ACRE 2,370.0000 85,320.00 23.000 54,510.00 040 EROSION CONTROL (DRILL SEED) ACRE 1,315.0000 131,500.00 32.460 42,684.90 041 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 6,750.00 3.000 2,250.00 042 12" CORRUGATED HIGH DENSITY LF 20.0000 80,400.00 432.000 8,640.00 3,194.000 63,880.00 POLYETHYLENE PIPE CONDUIT 043 FINISHING ROADWAY LS 300,000.0000 300,000.00 0.570 171,000.00 044 CLASS 1 AGGREGATE SUBBASE CY 16.0000 1,808,000.00 10,125.190 162,003.04 79,556.500 1,272,904.00 045 CLASS 2 AGGREGATE BASE CY 24.5000 1,117,200.00 13.230 324.14 32,045.270 785,109.12 046 LEAN CONCRETE BASE CY 70.0000 4,914,000.00 36.300 2,541.00 36,735.180 2,571,462.60 047 HOT MIX ASPHALT TON 70.0000 5,152,000.00 7.150 500.50 53,055.630 3,713,894.10 048 TACK COAT TON 700.0000 140,000.00 41.000 28,700.00 049 CONCRETE PAVEMENT CY 98.0000 11,760,000.00 45.330 4,442.34 60,117.830 5,891,547.34 PROGRAM CAS145 PAGE 3 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 10:35 AM ESTIMATE NO. 25 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 09/20/11 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 SHOULDER RUMBLE STRIP STA 30.0000 45,000.00 685.550 20,566.50 (PPC, GROUND-IN INDENTATIONS) 051 SEAL PAVEMENT JOINT LF 3.2500 1,371,500.00 264,087.650 858,284.86 052 FURNISH PILING (CLASS 90) LF 45.0000 56,700.00 1,288.750 57,993.75 (ALTERNATIVE "Y") 053 DRIVE PILE (CLASS 90) EA 1,700.0000 54,400.00 32.000 54,400.00 (ALTERNATIVE "Y") 054 FURNISH PILING (CLASS 140) LF 28.0000 80,108.00 2,938.990 82,291.72 (ALTERNATIVE "X") 055 DRIVE PILE (CLASS 140) EA 1,700.0000 115,600.00 68.000 115,600.00 (ALTERNATIVE "X") 056 FURNISH PILING (CLASS 140) LF 45.0000 116,100.00 2,591.190 116,603.55 (ALTERNATIVE "Y" MOD) 057 DRIVE PILE (CLASS 140) EA 1,900.0000 83,600.00 44.000 83,600.00 (ALTERNATIVE "Y" MOD) 058 PRESTRESSING CAST-IN-PLACE CONCRETE LS 55,000.0000 55,000.00 0.700 38,500.00 1.000 55,000.00 059 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 350.0000 32,550.00 93.000 32,550.00 (F) 060 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 862,500.00 156.910 78,455.00 1,725.000 862,500.00 (F) 061 STRUCTURAL CONCRETE (WING WALL) CY 750.0000 93,750.00 62.500 46,875.00 (F) 062 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 62,500.00 87.000 43,500.00 (F) (TYPE N) 063 CLASS 2 CONCRETE (BOX CULVERT) CY 480.0000 574,560.00 1,007.000 483,360.00 (F) 064 CLASS 2 CONCRETE (HEADWALL) CY 1,050.0000 284,550.00 274.400 288,120.00 (F) 065 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 1,500.00 0.000 0.00 (F) 066 DRILL AND BOND DOWEL LF 20.0000 7,000.00 420.130 8,402.60 067 10' X 8' PRECAST CONCRETE BOX CULVERT LF 640.0000 843,520.00 754.600 482,944.00 068 REFINISH BRIDGE DECK SQFT 56.0000 18,760.00 0.000 0.00 069 JOINT SEAL (MR 1/2") LF 85.0000 9,945.00 78.000 6,630.00 070 JOINT SEAL (MR 2") LF 100.0000 8,200.00 0.000 0.00 071 BAR REINFORCING STEEL LB 0.5600 193,883.20 305,874.200 171,289.55 (F) 072 BAR REINFORCING STEEL (BRIDGE) LB 0.5300 225,223.50 424,950.000 225,223.50 (F) 073 BAR REINFORCING STEEL (WING WALL) LB 0.7000 8,664.60 6,189.000 4,332.30 (F) 074 FURNISH SIGN STRUCTURE (TUBULAR) LB 5.1500 101,295.35 0.000 0.00 (F) 075 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.4500 8,851.05 0.000 0.00 (F) 076 FURNISH SIGN STRUCTURE (TRUSS) LB 5.2500 148,596.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 4 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 10:35 AM ESTIMATE NO. 25 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 09/20/11 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 5,660.80 0.000 0.00 (F) 078 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 17.0000 4,080.00 0.000 0.00 079 FURNISH LAMINATED PANEL SIGN SQFT 17.0000 2,550.00 0.000 0.00 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 12,600.00 354.120 3,187.08 (0.063"-UNFRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 31,590.00 311.670 2,805.03 (0.080"-UNFRAMED) 082 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 675.0000 66,825.00 0.000 0.00 (SIGN FOUNDATION) 083 ROADSIDE SIGN - ONE POST EA 170.0000 56,100.00 71.000 12,070.00 084 ROADSIDE SIGN - TWO POST EA 270.0000 3,510.00 6.000 1,620.00 085 24" ALTERNATIVE PIPE CULVERT LF 45.0000 119,250.00 251.150 11,301.75 2,533.950 114,027.75 086 18" PLASTIC PIPE LF 60.0000 15,600.00 164.500 9,870.00 087 18" REINFORCED CONCRETE PIPE (RUBBER LF 130.0000 3,640.00 212.000 27,560.00 GASKET JOINT) 088 24" REINFORCED CONCRETE PIPE (RUBBER LF 50.0000 81,500.00 1,879.300 93,965.00 GASKET JOINT) 089 48" REINFORCED CONCRETE PRESSURE PIPE LF 170.0000 45,900.00 104.500 17,765.00 275.000 46,750.00 (RUBBER GASKET JOINT) 090 54" REINFORCED CONCRETE PRESSURE PIPE LF 220.0000 85,800.00 381.200 83,864.00 (RUBBER GASKET JOINT) 091 JACKED 48" REINFORCED CONCRETE PIPE LF 360.0000 14,400.00 40.000 14,400.00 40.000 14,400.00 (CLASS IV) 092 24" WELDED STEEL PIPE CASING (BRIDGE) LF 160.0000 44,320.00 277.000 44,320.00 093 24" ALTERNATIVE FLARED END SECTION EA 450.0000 27,900.00 29.000 13,050.00 094 ROCK SLOPE PROTECTION CY 80.0000 53,600.00 671.800 53,744.00 (FACING, METHOD B) 095 ROCK SLOPE PROTECTION FABRIC SQFT 0.2000 1,552.00 13,448.000 2,689.60 096 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 2.7500 256,300.00 46,843.000 128,818.25 097 CHAIN LINK FENCE (TYPE CL-6) LF 12.0000 5,400.00 0.000 0.00 098 DELINEATOR (CLASS 1) EA 31.0000 13,020.00 0.000 0.00 099 MILEPOST MARKER EA 48.0000 960.00 0.000 0.00 100 OBJECT MARKER EA 30.0000 720.00 0.000 0.00 101 METAL BEAM GUARD RAILING (STEEL POST) LF 25.0000 27,000.00 37.500 937.50 102 CONCRETE BARRIER (TYPE 25) LF 85.0000 104,380.00 470.000 39,950.00 (F) 103 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 1,500.00 0.000 0.00 (STEEL POST) PROGRAM CAS145 PAGE 5 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 10:35 AM ESTIMATE NO. 25 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 09/20/11 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 TRANSITION RAILING (TYPE WB) EA 3,900.0000 27,300.00 2.000 7,800.00 105 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 2,400.00 0.000 0.00 106 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 27,600.00 4.000 9,200.00 107 CRASH CUSHION, SAND FILLED EA 6,200.0000 12,400.00 0.000 0.00 108 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 22,140.00 0.000 0.00 109 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 20,460.00 0.000 0.00 110 THERMOPLASTIC PAVEMENT MARKING SQFT 2.7000 48,330.00 4,851.000 13,097.70 111 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 708.00 1,030.000 206.00 (BROKEN 12-3) 112 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 22,400.00 0.000 0.00 (BROKEN 36-12) 113 THERMOPLASTIC TRAFFIC STRIPE LF 0.2400 82,080.00 44,116.000 10,587.84 (SPRAYABLE) 114 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3600 26,668.00 5,688.000 13,423.68 115 HIGHWAY LIGHTING LS 275,000.0000 275,000.00 0.050 13,750.00 0.147 40,425.00 116 MODEL 500 CHANGEABLE MESSAGE SIGN SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 (LOCATION 1) 117 MODEL 500 CHANGEABLE MESSAGE SIGN SYSTEM LS 22,000.0000 22,000.00 0.000 0.00 (LOCATION 2) 118 ROADSIDE WEATHER INFORMAITON SYSTEM LS 40,000.0000 40,000.00 0.000 0.00 119 TRAFFIC MONITORING STATION (LOCATION 1) LS 20,000.0000 20,000.00 0.075 1,500.00 120 TRAFFIC MONITORING STATION (LOCATION 2) LS 10,000.0000 10,000.00 0.158 1,580.00 121 TRAFFIC MONITORING STATION (LOCATION 3) LS 5,000.0000 5,000.00 0.126 630.00 122 TRAFFIC MONITORING STATION (LOCATION 4) LS 10,000.0000 10,000.00 0.114 1,140.00 123 TRAFFIC MONITORING STATION (LOCATION 5) LS 35,000.0000 35,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3568U4 TIME 10:35 AM ESTIMATE NO. 25 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 09/20/11 R.E. NAME: MICHAEL WEBER DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 990,152.68 26,356,945.69 ADJUSTMENT OF COMPENSATION 860.53 509,604.54 EXTRA WORK 69,834.60 937,891.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,060,847.81 27,804,441.78 124 MOBILIZATION LS 510,000.0000 4,510,000.00 1.000 4,510,000.00 ORIGINAL CONTRACT AMOUNT 45,178,321.50 TOTAL WORK COMPLETED 1,060,847.81 32,314,441.78 MATERIALS ON HAND ON SITE 720,292.34 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -92,269.00 TOTAL 1,060,847.81 32,942,465.12 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 06/13/12 313 146 0 0 69% 63% PROGRESS IS SATISFACTORY MICHAEL WEBER RESIDENT ENGINEER PROGRAM CAS145 DATE 09/22/11