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 10/24/07 EST. NO.10 TIME 11:16 AM 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 --------------------------------------------------------------------------- 006 0005 787.50 E.W. @ F.A.(+) 083107 N 3 0 024 0010 2,222.87 E.W. @ F.A.(+) 061407 N 0027.0 026 0001 11,675.51 E.W. @ F.A.(+) 072307 N 0077.0 0006 7,242.12 072407 N 0062.0 0007 6,216.47 072707 N 0063.0 0009 1,514.70 072007 N 0071.0 29,659.17 TOTAL THIS ESTIMATE 205,649.32 TOTAL PREVIOUS ESTIMATE 235,308.49 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 10/24/07 EST. NO.10 TIME 11:16 AM 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 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 07 0.00 -10,000.00 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 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 11:16 AM ESTIMATE NO. 10 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 10/19/07 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/24/07 LOCATION RERUN PROGRESS 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 9,000.0000 9,000.00 0.250 2,250.00 0.500 4,500.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 350,000.00 13.000 13,000.00 118.000 118,000.00 03 TEMPORARY FENCE (TYPE ESA) M 13.2000 24,552.00 667.100 8,805.72 04 DUST MITIGATION PLAN LS 1,350.0000 1,350.00 0.020 27.00 0.500 675.00 05 HEALTH AND SAFETY PLAN LS 3,600.0000 3,600.00 0.020 72.00 0.670 2,412.00 06 PREPARE STORM WATER POLLUTION LS 10,125.0000 10,125.00 0.750 7,593.75 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 0.070 4,200.00 0.220 13,200.00 08 TEMPORARY FIBER ROLL M 10.0000 31,500.00 341.000 3,410.00 640.060 6,400.60 09 TEMPORARY SILT FENCE M 9.0000 9,630.00 142.600 1,283.40 297.200 2,674.80 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 10,000.00 0.500 2,500.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 28,000.00 0.250 875.00 1.250 4,375.00 12 TEMPORARY COVER M2 16.0000 64,000.00 109.000 1,744.00 109.000 1,744.00 13 TEMPORARY STRAW BALE BARRIER M 20.0000 23,200.00 57.000 1,140.00 57.000 1,140.00 14 TEMPORARY DRAINAGE INLET PROTECTION EA 750.0000 8,250.00 1.000 750.00 1.000 750.00 15 TEMPORARY HYDRAULIC MULCH KG 2.6000 8,112.00 5,829.000 15,155.40 5,829.000 15,155.40 (BONDED FIBER MATRIX) 16 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.650 6,500.00 S) 17 TRAFFIC CONTROL SYSTEM LS 105,000.0000 105,000.00 0.050 5,250.00 0.410 43,050.00 S) 18 TYPE III BARRICADE EA 60.0000 600.00 0.000 0.00 19 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 24,300.00 20.000 600.00 74.000 2,220.00 20 PORTABLE DELINEATOR EA 20.0000 3,800.00 18.000 360.00 21 FLASHING BEACON (PORTABLE) EA 750.0000 7,500.00 2.000 1,500.00 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 40,000.00 0.110 1,100.00 0.770 7,700.00 S) PROGRAM CAS145 PAGE 2 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 11:16 AM ESTIMATE NO. 10 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 10/19/07 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 50.0000 345,000.00 603.500 30,175.00 3,018.500 150,925.00 24 TEMPORARY CRASH CUSHION MODULE EA 267.3000 117,612.00 70.000 18,711.00 238.000 63,617.40 25 TEMPORARY CRASH CUSHION (ADIEM) EA 267.3000 2,405.70 3.000 801.90 26 OBLITERATE SURFACING M2 1.9000 4,465.00 2,350.000 4,465.00 2,350.000 4,465.00 27 REMOVE MARKER EA 25.0000 2,500.00 0.000 0.00 28 REMOVE METAL BEAM GUARD RAILING M 20.0000 14,600.00 228.580 4,571.60 415.260 8,305.20 29 REMOVE FLARED END SECTION EA 400.0000 1,200.00 1.000 400.00 1.000 400.00 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 90,000.00 2,680.000 10,720.00 STRIPE 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 30,400.00 1,362.000 2,724.00 2,814.000 5,628.00 32 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 70.0000 1,330.00 0.000 0.00 33 REMOVE PAVEMENT MARKER EA 2.5000 5,400.00 120.000 300.00 606.000 1,515.00 34 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 1,500.00 0.000 0.00 35 REMOVE ASPHALT CONCRETE DIKE M 10.0000 29,300.00 5.000 50.00 36 REMOVE CULVERT M 220.0000 33,000.00 55.800 12,276.00 37 REMOVE INLET EA 350.0000 2,450.00 3.000 1,050.00 38 REMOVE HEADWALL EA 1,100.0000 7,700.00 7.000 7,700.00 39 RESET ROADSIDE SIGN (ONE POST) EA 300.0000 2,400.00 0.000 0.00 40 RELOCATE ROADSIDE SIGN (WOOD POST) EA 300.0000 2,100.00 0.000 0.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.4000 4,576.00 0.000 0.00 S) 42 CLEARING AND GRUBBING LS 126,000.0000 126,000.00 0.225 28,350.00 0.900 113,400.00 43 ROADWAY EXCAVATION M3 28.0000 3,752,000.00 1,304.000 36,512.00 111,572.300 3,124,024.40 44 ROADWAY EXCAVATION AND DISPOSAL OF M3 1,000.0000 18,000.00 0.000 0.00 NATURALLY OCCURRING ASBESTOS MATERIAL 45 LEAD COMPLIANCE PLAN LS 3,780.0000 3,780.00 0.350 1,323.00 46 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 41.1000 14,796.00 91.200 3,748.32 138.000 5,671.80 F) 47 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 3,416.2000 6,832.40 -0.260 -888.21 0.000 0.00 F) 48 LEAN CONCRETE BACKFILL M3 160.0000 52,000.00 7.970 1,275.20 273.960 43,833.60 F) 49 DITCH EXCAVATION M3 11.2000 14,784.00 1,344.100 15,053.92 PROGRAM CAS145 PAGE 3 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 11:16 AM ESTIMATE NO. 10 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 10/19/07 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IMPORTED MATERIAL (SHOULDER BACKING) TONN 48.2000 131,586.00 0.000 0.00 51 WEED CONTROL MAT (FIBER) M2 50.0000 60,500.00 0.000 0.00 52 STRAW (EROSION CONTROL) TONN 620.0000 9,920.00 2.830 1,754.60 6.070 3,763.40 S) 53 FIBER (EROSION CONTROL) KG 0.6000 7,200.00 2,125.000 1,275.00 4,555.000 2,733.00 S) 54 FIBER ROLLS M 11.0000 69,190.00 7,032.300 77,355.30 55 COMPOST (EROSION CONTROL) M3 520.0000 6,240.00 1.980 1,029.60 3.110 1,617.20 S) 56 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 8,000.00 1.000 2,000.00 2.000 4,000.00 S) 57 PURE LIVE SEED (EROSION CONTROL) KG 87.0000 67,860.00 137.850 11,992.95 280.660 24,417.42 S) 58 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5500 660.00 212.460 116.85 455.460 250.50 S) 59 STABILIZING EMULSION (EROSION CONTROL) KG 2.1000 1,470.00 124.000 260.40 265.750 558.08 S) 60 CLASS 2 AGGREGATE BASE M3 73.0000 1,262,900.00 4,473.700 326,580.10 61 REPLACE ASPHALT CONCRETE SURFACING M3 244.1000 197,721.00 0.000 0.00 62 ASPHALT CONCRETE (TYPE A) TONN 83.0000 2,490,000.00 898.920 74,610.36 2,509.140 208,258.62 63 ASPHALT CONCRETE (OPEN GRADED) TONN 90.0000 409,500.00 0.000 0.00 64 PAVING ASPHALT (BINDER-PAVEMENT TONN 534.6000 3,742.20 0.000 0.00 REINFORCING FABRIC) 65 PAVEMENT REINFORCING FABRIC M2 10.0000 98,100.00 0.000 0.00 66 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 450.0000 67,500.00 0.000 0.00 AREA) 67 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 4,650.00 0.000 0.00 68 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 255.00 0.000 0.00 69 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 3.0000 510.00 0.000 0.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 7,740.00 0.000 0.00 71 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 450.00 0.000 0.00 72 CENTERLINE RUMBLE STRIP STA 250.0000 14,000.00 0.000 0.00 (AC, GROUND-IN-INDENTATIONS) 73 ASPHALTIC EMULSION (PAINT BINDER) TONN 124.4000 16,172.00 1.240 154.26 74 STEEL SOLDIER PILE (W250 X 115) M 250.0000 329,500.00 33.150 8,287.50 1,350.910 337,727.50 F) 75 900 MM DRILLED HOLE M 620.0000 417,880.00 18.790 11,649.80 627.170 388,845.40 F) 76 TIEBACK ANCHOR EA 6,100.0000 1,213,900.00 52.000 317,200.00 52.000 317,200.00 S) PROGRAM CAS145 PAGE 4 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 11:16 AM ESTIMATE NO. 10 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 10/19/07 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, RETAINING WALL M3 2,000.0000 730,000.00 0.000 0.00 F) 78 CLASS 1 CONCRETE (BACKFILL) M3 275.0000 28,875.00 4.360 1,199.00 132.230 36,363.25 F) 79 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 72,000.00 0.900 2,700.00 14.050 42,150.00 F) 80 MINOR CONCRETE (INVERT PAVING) M3 1,300.0000 54,600.00 26.130 33,969.00 F) 81 BAR REINFORCING STEEL (RETAINING WALL) KG 3.1000 174,716.00 0.000 0.00 S) 82 ROADSIDE SIGN - ONE POST EA 400.0000 2,400.00 0.000 0.00 83 ROADSIDE SIGN - TWO POST EA 850.0000 1,700.00 0.000 0.00 84 TIMBER LAGGING M3 2,650.0000 498,200.00 18.400 48,760.00 42.900 113,685.00 F) 85 600 MM REINFORCED CONCRETE PIPE M 675.0000 40,500.00 23.010 15,531.75 42.530 28,707.75 86 900 MM REINFORCED CONCRETE PIPE M 750.0000 11,250.00 14.640 10,980.00 87 450 MM CORRUGATED STEEL PIPE M 1,100.0000 2,860.00 2.100 2,310.00 (1.63 MM THICK) 88 450 MM CORRUGATED STEEL PIPE M 600.0000 9,600.00 0.000 0.00 (2.01 MM THICK) 89 450 MM CORRUGATED STEEL PIPE M 950.0000 5,700.00 6.120 5,814.00 11.920 11,324.00 (2.77 MM THICK) 90 600 MM CORRUGATED STEEL PIPE M 500.0000 40,000.00 0.300 150.00 18.700 9,350.00 (2.77 MM THICK) 91 900 MM CORRUGATED STEEL PIPE M 1,100.0000 25,300.00 3.660 4,026.00 (2.77 MM THICK) 92 1200 MM CORRUGATED STEEL PIPE M 1,800.0000 43,200.00 10.900 19,620.00 (2.77 MM THICK) 93 450 MM SLOTTED CORRUGATED STEEL PIPE M 285.0000 14,250.00 0.000 0.00 (2.01 MM THICK) 94 200 MM PERFORATED PLASTIC M 200.0000 60,000.00 217.400 43,480.00 PIPE UNDERDRAIN 95 FURNISH AND INSTALL DRAIN PIPE M 4.5000 6,885.00 874.800 3,936.60 (HORIZONTAL DRAIN) 96 DRILL HOLE (HORIZONTAL DRAIN) M 60.0000 84,000.00 880.800 52,848.00 97 HORIZONTAL DRAIN CONNECTOR UNIT EA 65.0000 4,940.00 10.000 650.00 98 GEOMEMBRANE (WATER BARRIER) M2 40.0000 36,000.00 797.790 31,911.60 99 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 135.0000 18,900.00 133.430 18,013.05 (1.63 MM THICK) 00 300 MM ANCHOR ASSEMBLY EA 240.0000 2,400.00 18.000 4,320.00 01 1200 MM CORRUGATED STEEL PIPE INLET M 1,550.0000 3,410.00 0.000 0.00 (2.77 MM THICK) 02 450 MM STEEL FLARED END SECTION EA 500.0000 500.00 0.000 0.00 03 1200 MM STEEL FLARED END SECTION EA 2,000.0000 2,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 11:16 AM ESTIMATE NO. 10 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 10/19/07 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 600 MM CONCRETE FLARED END SECTION EA 700.0000 1,400.00 1.000 700.00 05 900 MM CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 06 ROCK SLOPE PROTECTION (LIGHT, METHOD B) TONN 125.0000 9,500.00 89.950 11,243.75 07 ROCK SLOPE PROTECTION TONN 100.0000 32,000.00 273.640 27,364.00 (BACKING NO. 2, METHOD B) 08 ROCK SLOPE PROTECTION (1/4T, METHOD B) TONN 95.0000 10,450.00 38.100 3,619.50 09 GABION M3 400.0000 14,800.00 0.000 0.00 10 MINOR CONCRETE (DITCH LINING) M3 1,000.0000 16,000.00 0.000 0.00 11 ROCK SLOPE PROTECTION FABRIC M2 15.0000 1,800.00 0.000 0.00 12 MISCELLANEOUS IRON AND STEEL KG 6.0000 9,402.00 108.000 648.00 F) 13 CHAIN LINK FENCE (TYPE CL-1.2, M 120.0000 14,400.00 0.000 0.00 S) VINYL-CLAD) 14 DELINEATOR (CLASS 1) EA 30.0000 7,800.00 0.000 0.00 15 HIGHWAY POST MARKER EA 30.0000 480.00 0.000 0.00 16 UNDERDRAIN MARKER EA 30.0000 90.00 0.000 0.00 17 MARKER (CULVERT) EA 30.0000 2,520.00 0.000 0.00 18 GUARD RAILING DELINEATOR EA 20.0000 620.00 0.000 0.00 19 OBJECT MARKER (TYPE L-1) EA 30.0000 510.00 0.000 0.00 20 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 57,750.00 0.000 0.00 S) 21 END CAP (TYPE C) EA 500.0000 1,000.00 0.000 0.00 S) 22 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 2,000.00 0.000 0.00 S) 23 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,000.0000 1,000.00 0.000 0.00 S) 24 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,500.0000 43,500.00 0.000 0.00 S) 25 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 1,500.00 0.000 0.00 S) 26 THERMOPLASTIC TRAFFIC STRIPE M 1.3500 31,050.00 2,759.000 3,724.65 9,034.000 12,195.90 S) (SPRAYABLE) 27 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4500 33,640.00 0.000 0.00 S) 28 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 3,883.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 29 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 3,330.00 268.000 1,206.00 758.000 3,411.00 S) 30 PAVEMENT MARKER EA 10.0000 17,300.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 6 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 11:16 AM ESTIMATE NO. 10 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 10/19/07 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SOLAR RADAR SPEED FEEDBACK SIGN LS 26,000.0000 26,000.00 0.000 0.00 S) (LOCATION 1) 32 SOLAR RADAR SPEED FEEDBACK SIGN WALL) LS 22,500.0000 22,500.00 0.000 0.00 S) (LOCATION 2) PROGRAM CAS145 PAGE 7 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-4146V4 TIME 11:16 AM ESTIMATE NO. 10 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 10/19/07 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 690,463.17 6,043,303.67 ADJUSTMENT OF COMPENSATION 0.00 -1,577.98 EXTRA WORK 29,659.17 236,886.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 720,122.34 6,278,612.16 33 MOBILIZATION LS 1212,000.0000 1,212,000.00 0.950 1,151,400.00 ORIGINAL CONTRACT AMOUNT 15,969,207.30 TOTAL WORK COMPLETED 720,122.34 7,430,012.16 MATERIALS ON HAND ON SITE 207,130.78 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -15,000.00 TOTAL 715,122.34 7,622,142.94 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 09/14/06 350 02/12/07 09/29/06 12/31/08 118 145 0 0 44% 34% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/07