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 07/25/12 EST. NO.44 TIME 03:37 PM R.E. NAME: KRAFT, DAN 01-4146V4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 085 0001 90,000.00 A.C. @ L.S.(+) 072012 N 0001 0 90,000.00 TOTAL THIS ESTIMATE 3,532,687.82 TOTAL PREVIOUS ESTIMATE 3,622,687.82 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 07/25/12 EST. NO.44 TIME 03:37 PM R.E. NAME: KRAFT, DAN 01-4146V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-ACCEPTABLE CPM -100,000.00 04 CPM UPDATE -327,473.18 05 CPM RECEIVED 427,473.18 06 RADAR PLS OUT STATE -5,000.00 22 MISSING CPM UPDATE -25,000.00 32 MISSING SUPP REPORTS -10,000.00 32 MISSING CEM4401 -10,000.00 35 CPM UPDATE 25,000.00 37 RECEIVED CEM4401 10,000.00 37 SWPPP REPORTS 10,000.00 37 0.00 -5,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 07 REC'D FORM 1391 10,000.00 12 FHWA FORM 1391 -10,000.00 20 RECEIVED FHWA 1391 10,000.00 21 MISSING FHWA 1390 -10,000.00 32 MISING CEM2402F -10,000.00 35 RECEIVED FHWA 1391 10,000.00 38 RECEIVED CEM2402F 10,000.00 38 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 4/07 -1,000.00 02 REC'D PAYROLLS 1,000.00 03 PER LTR DATED 8/07 -10,000.00 07 RECV'D PAYROLLS 10,000.00 08 PER LTR 10/07 -5,000.00 10 REC'D 10/07 5,000.00 11 PER LTR DATED 3/08 -2,000.00 15 RTN 03/08 DEDUCT 2,000.00 16 PER LTR DATED 7/08 -6,000.00 19 PER LTR 08/08 -4,000.00 20 RTN 07/08 DEDUCT 6,000.00 20 PER LTR DATED 9/08 -3,000.00 21 RTN 9/08 DEDUCT 3,000.00 22 RTN 08/08 DEDUCT 4,000.00 23 PER LTR 01/09 -3,000.00 25 RTN 01/09 DEDUCT 3,000.00 26 PER LTR DATED 4/09 -1,000.00 28 RTN 4/09 DEDUCT 1,000.00 29 CERTIFIED PAYROLLS -10,000.00 35 CERTIFIED PAYROLLS 10,000.00 40 0.00 0.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 03:37 PM ESTIMATE NO. 44 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 07/25/12 LOCATION FINAL ESTIMATE 01-LAK-20-38.5/42.0 -------------- ARGONAUT CONSTRUCTORS IN LAKE COUNTY ABOUT 20 KM EAST OF P O BOX 639 CLEARLAKE OAKS FROM 2.2 KM EAST SANTA ROSA CA 95402 OF NORTH FORK CACHE CREEK BRIDGE TO 2.7 KM WEST OF WALKER RIDGE ROAD FED. AID NO. ACST-P020(142)E ,PH-P020(142)E REHABILITATE ROADWAY AND REALIGN ------------------------------------------------------------------------------------------------------------------------------------ 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 9,000.0000 9,000.00 1.000 9,000.00 002 TIME-RELATED OVERHEAD WDAY 1,000.0000 350,000.00 350.000 350,000.00 003 TEMPORARY FENCE (TYPE ESA) M 13.2000 24,552.00 667.100 8,805.72 004 DUST MITIGATION PLAN LS 1,350.0000 1,350.00 1.000 1,350.00 005 HEALTH AND SAFETY PLAN LS 3,600.0000 3,600.00 1.000 3,600.00 006 PREPARE STORM WATER POLLUTION LS 10,125.0000 10,125.00 1.000 10,125.00 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 1.000 60,000.00 008 TEMPORARY FIBER ROLL M 10.0000 31,500.00 1,073.860 10,738.60 009 TEMPORARY SILT FENCE M 9.0000 9,630.00 1,252.300 11,270.70 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 10,000.00 2.000 10,000.00 011 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 28,000.00 2.000 7,000.00 012 TEMPORARY COVER M2 16.0000 64,000.00 109.000 1,744.00 013 TEMPORARY STRAW BALE BARRIER M 20.0000 23,200.00 57.000 1,140.00 014 TEMPORARY DRAINAGE INLET PROTECTION EA 750.0000 8,250.00 6.000 4,500.00 015 TEMPORARY HYDRAULIC MULCH KG 2.6000 8,112.00 6,804.000 17,690.40 (BONDED FIBER MATRIX) 016 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 017 TRAFFIC CONTROL SYSTEM LS 105,000.0000 105,000.00 1.000 105,000.00 (S) 018 TYPE III BARRICADE EA 60.0000 600.00 10.000 600.00 019 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 24,300.00 174.000 5,220.00 020 PORTABLE DELINEATOR EA 20.0000 3,800.00 18.000 360.00 021 FLASHING BEACON (PORTABLE) EA 750.0000 7,500.00 2.000 1,500.00 022 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 40,000.00 3.000 30,000.00 (S) PROGRAM CAS145 PAGE 2 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 03:37 PM ESTIMATE NO. 44 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) M 50.0000 345,000.00 6,093.410 304,670.50 024 TEMPORARY CRASH CUSHION MODULE EA 267.3000 117,612.00 322.000 86,070.60 025 TEMPORARY CRASH CUSHION (ADIEM) EA 267.3000 2,405.70 6.000 1,603.80 026 OBLITERATE SURFACING M2 1.9000 4,465.00 2,350.000 4,465.00 027 REMOVE MARKER EA 25.0000 2,500.00 94.000 2,350.00 028 REMOVE METAL BEAM GUARD RAILING M 20.0000 14,600.00 742.730 14,854.60 029 REMOVE FLARED END SECTION EA 400.0000 1,200.00 2.000 800.00 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 90,000.00 3,353.000 13,412.00 STRIPE 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 30,400.00 4,559.900 9,119.80 032 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 70.0000 1,330.00 0.000 0.00 033 REMOVE PAVEMENT MARKER EA 2.5000 5,400.00 766.000 1,915.00 034 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 1,500.00 12.000 1,800.00 035 REMOVE ASPHALT CONCRETE DIKE M 10.0000 29,300.00 420.000 4,200.00 036 REMOVE CULVERT M 220.0000 33,000.00 130.400 28,688.00 037 REMOVE INLET EA 350.0000 2,450.00 6.000 2,100.00 038 REMOVE HEADWALL EA 1,100.0000 7,700.00 7.000 7,700.00 039 RESET ROADSIDE SIGN (ONE POST) EA 300.0000 2,400.00 2.000 600.00 040 RELOCATE ROADSIDE SIGN (WOOD POST) EA 300.0000 2,100.00 5.000 1,500.00 041 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.4000 4,576.00 1,504.500 6,619.80 (S) 042 CLEARING AND GRUBBING LS 126,000.0000 126,000.00 1.000 126,000.00 043 ROADWAY EXCAVATION M3 28.0000 3,752,000.00 134,484.900 3,765,577.20 044 ROADWAY EXCAVATION AND DISPOSAL OF M3 1,000.0000 18,000.00 0.000 0.00 NATURALLY OCCURRING ASBESTOS MATERIAL 045 LEAD COMPLIANCE PLAN LS 3,780.0000 3,780.00 1.000 3,780.00 046 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 41.1000 14,796.00 360.000 14,796.00 (F) 047 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 3,416.2000 6,832.40 2.000 6,832.40 (F) 048 LEAN CONCRETE BACKFILL M3 160.0000 52,000.00 325.000 52,000.00 (F) 049 DITCH EXCAVATION M3 11.2000 14,784.00 1,344.100 15,053.92 PROGRAM CAS145 PAGE 3 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 03:37 PM ESTIMATE NO. 44 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 IMPORTED MATERIAL (SHOULDER BACKING) TONN 48.2000 131,586.00 2,397.460 115,557.57 051 WEED CONTROL MAT (FIBER) M2 50.0000 60,500.00 1,291.710 64,585.50 052 STRAW (EROSION CONTROL) TONN 620.0000 9,920.00 7.430 4,606.60 (S) 053 FIBER (EROSION CONTROL) KG 0.6000 7,200.00 6,051.600 3,630.96 (S) 054 FIBER ROLLS M 11.0000 69,190.00 8,626.300 94,889.30 055 COMPOST (EROSION CONTROL) M3 520.0000 6,240.00 5.290 2,750.80 (S) 056 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 8,000.00 3.000 6,000.00 (S) 057 PURE LIVE SEED (EROSION CONTROL) KG 87.0000 67,860.00 432.660 37,641.42 (S) 058 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5500 660.00 636.860 350.27 (S) 059 STABILIZING EMULSION (EROSION CONTROL) KG 2.1000 1,470.00 401.750 843.68 (S) 060 CLASS 2 AGGREGATE BASE M3 73.0000 1,262,900.00 15,623.400 1,140,508.20 061 REPLACE ASPHALT CONCRETE SURFACING M3 244.1000 197,721.00 1,833.140 447,469.47 062 ASPHALT CONCRETE (TYPE A) TONN 83.0000 2,490,000.00 30,213.350 2,507,708.05 063 ASPHALT CONCRETE (OPEN GRADED) TONN 90.0000 409,500.00 3,768.830 339,194.70 064 PAVING ASPHALT (BINDER-PAVEMENT TONN 534.6000 3,742.20 5.000 2,673.00 REINFORCING FABRIC) 065 PAVEMENT REINFORCING FABRIC M2 10.0000 98,100.00 7,924.400 79,244.00 066 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 450.0000 67,500.00 103.820 46,719.00 AREA) 067 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 4,650.00 1,764.000 5,292.00 068 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 255.00 304.300 912.90 069 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 3.0000 510.00 0.000 0.00 070 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 7,740.00 3,211.300 9,633.90 071 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 450.00 335.300 1,005.90 072 CENTERLINE RUMBLE STRIP STA 250.0000 14,000.00 149.000 37,250.00 (AC, GROUND-IN-INDENTATIONS) 073 ASPHALTIC EMULSION (PAINT BINDER) TONN 124.4000 16,172.00 30.000 3,732.00 074 STEEL SOLDIER PILE (W250 X 115) M 250.0000 329,500.00 1,583.320 395,830.00 (F) 075 900 MM DRILLED HOLE M 620.0000 417,880.00 814.820 505,188.40 (F) 076 TIEBACK ANCHOR EA 6,100.0000 1,213,900.00 201.000 1,226,100.00 (S) PROGRAM CAS145 PAGE 4 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 03:37 PM ESTIMATE NO. 44 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, RETAINING WALL M3 2,000.0000 730,000.00 0.000 0.00 (F) 078 CLASS 1 CONCRETE (BACKFILL) M3 275.0000 28,875.00 197.000 54,175.00 (F) 079 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 72,000.00 23.370 70,110.00 (F) 080 MINOR CONCRETE (INVERT PAVING) M3 1,300.0000 54,600.00 26.130 33,969.00 (F) 081 BAR REINFORCING STEEL (RETAINING WALL) KG 3.1000 174,716.00 56,360.000 174,716.00 (S) 082 ROADSIDE SIGN - ONE POST EA 400.0000 2,400.00 8.000 3,200.00 083 ROADSIDE SIGN - TWO POST EA 850.0000 1,700.00 0.000 0.00 084 TIMBER LAGGING M3 2,650.0000 498,200.00 188.000 498,200.00 (F) 085 600 MM REINFORCED CONCRETE PIPE M 675.0000 40,500.00 58.930 39,777.75 086 900 MM REINFORCED CONCRETE PIPE M 750.0000 11,250.00 14.640 10,980.00 087 450 MM CORRUGATED STEEL PIPE M 1,100.0000 2,860.00 4.100 4,510.00 (1.63 MM THICK) 088 450 MM CORRUGATED STEEL PIPE M 600.0000 9,600.00 0.000 0.00 (2.01 MM THICK) 089 450 MM CORRUGATED STEEL PIPE M 950.0000 5,700.00 13.220 12,559.00 (2.77 MM THICK) 090 600 MM CORRUGATED STEEL PIPE M 500.0000 40,000.00 64.700 32,350.00 (2.77 MM THICK) 091 900 MM CORRUGATED STEEL PIPE M 1,100.0000 25,300.00 22.760 25,036.00 (2.77 MM THICK) 092 1200 MM CORRUGATED STEEL PIPE M 1,800.0000 43,200.00 12.100 21,780.00 (2.77 MM THICK) 093 450 MM SLOTTED CORRUGATED STEEL PIPE M 285.0000 14,250.00 0.000 0.00 (2.01 MM THICK) 094 200 MM PERFORATED PLASTIC M 200.0000 60,000.00 540.300 108,060.00 PIPE UNDERDRAIN 095 FURNISH AND INSTALL DRAIN PIPE M 4.5000 6,885.00 1,517.000 6,826.50 (HORIZONTAL DRAIN) 096 DRILL HOLE (HORIZONTAL DRAIN) M 60.0000 84,000.00 1,461.790 87,707.40 097 HORIZONTAL DRAIN CONNECTOR UNIT EA 65.0000 4,940.00 42.000 2,730.00 098 GEOMEMBRANE (WATER BARRIER) M2 40.0000 36,000.00 1,072.540 42,901.60 099 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 135.0000 18,900.00 187.930 25,370.55 (1.63 MM THICK) 100 300 MM ANCHOR ASSEMBLY EA 240.0000 2,400.00 27.000 6,480.00 101 1200 MM CORRUGATED STEEL PIPE INLET M 1,550.0000 3,410.00 2.150 3,332.50 (2.77 MM THICK) 102 450 MM STEEL FLARED END SECTION EA 500.0000 500.00 1.000 500.00 103 1200 MM STEEL FLARED END SECTION EA 2,000.0000 2,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 03:37 PM ESTIMATE NO. 44 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 600 MM CONCRETE FLARED END SECTION EA 700.0000 1,400.00 1.000 700.00 105 900 MM CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 106 ROCK SLOPE PROTECTION (LIGHT, METHOD B) TONN 125.0000 9,500.00 89.950 11,243.75 107 ROCK SLOPE PROTECTION TONN 100.0000 32,000.00 273.640 27,364.00 (BACKING NO. 2, METHOD B) 108 ROCK SLOPE PROTECTION (1/4T, METHOD B) TONN 95.0000 10,450.00 74.100 7,039.50 109 GABION M3 400.0000 14,800.00 62.400 24,960.00 110 MINOR CONCRETE (DITCH LINING) M3 1,000.0000 16,000.00 15.090 15,090.00 111 ROCK SLOPE PROTECTION FABRIC M2 15.0000 1,800.00 0.000 0.00 112 MISCELLANEOUS IRON AND STEEL KG 6.0000 9,402.00 1,269.000 7,614.00 (F) 113 CHAIN LINK FENCE (TYPE CL-1.2, M 120.0000 14,400.00 123.900 14,868.00 (S) VINYL-CLAD) 114 DELINEATOR (CLASS 1) EA 30.0000 7,800.00 155.000 4,650.00 115 HIGHWAY POST MARKER EA 30.0000 480.00 14.000 420.00 116 UNDERDRAIN MARKER EA 30.0000 90.00 10.000 300.00 117 MARKER (CULVERT) EA 30.0000 2,520.00 70.000 2,100.00 118 GUARD RAILING DELINEATOR EA 20.0000 620.00 36.000 720.00 119 OBJECT MARKER (TYPE L-1) EA 30.0000 510.00 7.000 210.00 120 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 57,750.00 800.000 60,000.00 (S) 121 END CAP (TYPE C) EA 500.0000 1,000.00 1.000 500.00 (S) 122 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 2,000.00 2.000 2,000.00 (S) 123 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,000.0000 1,000.00 1.000 1,000.00 (S) 124 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,500.0000 43,500.00 23.000 34,500.00 (S) 125 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 1,500.00 6.120 367.20 (S) 126 THERMOPLASTIC TRAFFIC STRIPE M 1.3500 31,050.00 29,434.100 39,736.04 (S) (SPRAYABLE) 127 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4500 33,640.00 19,985.000 28,978.25 (S) 128 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 3,883.00 2,898.000 3,187.80 (S) (BROKEN 10.98 M - 3.66 M) 129 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 3,330.00 2,944.000 13,248.00 (S) 130 PAVEMENT MARKER EA 10.0000 17,300.00 1,430.000 14,300.00 (S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 6 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 03:37 PM ESTIMATE NO. 44 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 SOLAR RADAR SPEED FEEDBACK SIGN LS 26,000.0000 26,000.00 1.000 26,000.00 (S) (LOCATION 1) 132 SOLAR RADAR SPEED FEEDBACK SIGN WALL) LS 22,500.0000 22,500.00 1.000 22,500.00 (S) (LOCATION 2) PROGRAM CAS145 PAGE 7 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 03:37 PM ESTIMATE NO. 44 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 13,845,338.50 ADJUSTMENT OF COMPENSATION 90,000.00 433,474.98 EXTRA WORK 0.00 3,189,212.84 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 90,000.00 17,468,026.32 133 MOBILIZATION LS 212,000.0000 1,212,000.00 1.000 1,212,000.00 ORIGINAL CONTRACT AMOUNT 15,969,207.30 TOTAL WORK COMPLETED 90,000.00 18,680,026.32 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 90,000.00 18,675,026.32 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/14/06 350 02/12/07 09/29/06 10/30/09 374 395 24 0 100% 100% KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/12