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 01/22/09 EST. NO.26 TIME 06:01 AM R.E. NAME: ERIC KARLSON 06-3829U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 040 0001 1,125.00 E.W. @ F.A.(+) 011309 N 0001 0 0002 1,762.50 010709 N 0002 0 0003 1,637.50 120408 N 003 0 4,525.00 TOTAL THIS ESTIMATE 3,484,047.17 TOTAL PREVIOUS ESTIMATE 3,488,572.17 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 01/22/09 EST. NO.26 TIME 06:01 AM R.E. NAME: ERIC KARLSON 06-3829U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP NON-COMPLIANCE -271,660.12 12 REL SWPPP DEDUCTION 271,660.12 13 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 03 RECD PYRL #3 10,000.00 04 MISS PYRL -10,000.00 12 MISS PYRL -10,000.00 13 RECD PYRL #12 10,000.00 15 RECD PYRL #13 10,000.00 15 MISS PYRL -10,000.00 21 RECD PYRL #21 10,000.00 22 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3829U4 TIME 06:01 AM ESTIMATE NO. 26 BID OPENING 09/20/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 01/22/09 LOCATION PROGRESS ESTIMATE 06-KER-41-0.0/5.0 ----------------- 06-KIN-41-0.0/4.2 KIEWIT PACIFIC CO IN SAN LUIS OBISPO, KERN AND KING 2200 COLUMBIA HOUSE BLVD. COUNTIES AT VARIOUS LOCATIONS VANCOUVER, WA 98661 FED. AID NO. ACNH-P041(102)E REALIGN HIGHWAY AND REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 5,000.0000 2,000,000.00 374.000 1,870,000.00 03 TEMPORARY FENCE (TYPE BLUNT-NOSE LEOPARD M 24.0000 231,840.00 0.000 0.00 S) LIZARD EXCLUSIONARY FENCING) 04 TEMPORARY FENCE (TYPE ESA) M 14.0000 35,700.00 2,697.309 37,762.33 S) 05 ESA PADDLE EA 60.0000 660.00 11.000 660.00 06 TEMPORARY CREEK DIVERSION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 07 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 200,000.0000 200,000.00 1.000 200,000.00 09 TEMPORARY EROSION CONTROL M2 0.4200 18,900.00 0.000 0.00 S) 10 TEMPORARY SILT FENCE M 15.0000 15,300.00 2,847.730 42,715.95 S) 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 80,000.00 2.000 10,000.00 12 TEMPORARY COVER M2 10.0000 2,500.00 0.000 0.00 13 TEMPORARY CHECK DAM M 40.0000 12,000.00 107.540 4,301.60 14 MOVE-IN/MOVE-OUT EA 500.0000 1,000.00 0.000 0.00 S) (TEMPORARY EROSION CONTROL) 15 STREET SWEEPING LS 150,000.0000 150,000.00 1.000 150,000.00 16 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.900 13,500.00 S) 17 TRAFFIC CONTROL SYSTEM LS 700,000.0000 700,000.00 1.000 700,000.00 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.1500 64,515.00 49,038.249 56,393.99 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 129,000.00 608.000 36,480.00 S) 20 TEMPORARY PAVEMENT MARKER EA 7.0000 35,630.00 3,974.000 27,818.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 1.000 75,000.00 S) 22 TEMPORARY RAILING (TYPE K) M 90.0000 343,800.00 2,712.400 244,116.00 PROGRAM CAS145 PAGE 2 DATE 01/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3829U4 TIME 06:01 AM ESTIMATE NO. 26 BID OPENING 09/20/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 01/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 280.0000 39,200.00 140.000 39,200.00 S) 24 ABANDON CULVERT M 150.0000 28,500.00 222.020 33,303.00 25 ABANDON 150 MM JET FUEL PIPE LINE M 260.0000 3,640.00 14.000 3,640.00 26 REMOVE FENCE M 17.5000 10,325.00 738.000 12,915.00 S) 27 REMOVE METAL BEAM GUARD RAILING M 56.0000 25,200.00 433.020 24,249.12 S) 28 REMOVE FLARED END SECTION EA 500.0000 7,000.00 15.000 7,500.00 29 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 26,460.00 10,145.710 30,437.13 S) STRIPE 30 REMOVE PAINTED TRAFFIC STRIPE M 2.3000 57,730.00 2,930.060 6,739.14 S) 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.3000 17,687.00 6,624.080 15,235.38 S) 32 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 325.00 11.700 292.50 S) 33 REMOVE PAVEMENT MARKER EA 2.0000 8,840.00 4,341.000 8,682.00 S) 34 REMOVE ROADSIDE SIGN EA 100.0000 200.00 2.000 200.00 35 REMOVE OVERSIDE DRAIN EA 800.0000 4,800.00 5.000 4,000.00 36 REMOVE CULVERT M 140.0000 23,800.00 159.910 22,387.40 37 REMOVE 150 MM JET FUEL PIPE LINE M 260.0000 5,200.00 19.360 5,033.60 38 REMOVE INLET EA 1,000.0000 16,000.00 13.000 13,000.00 39 REMOVE HEADWALL EA 1,000.0000 21,000.00 20.000 20,000.00 40 RESET ROADSIDE SIGN EA 150.0000 1,500.00 10.000 1,500.00 41 RELOCATE FENCE M 40.0000 60,800.00 691.530 27,661.20 S) 42 RELOCATE ROADSIDE SIGN EA 150.0000 1,800.00 11.000 1,650.00 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 122,250.00 62,069.820 155,174.55 S) 44 BRIDGE REMOVAL LS 20,000.0000 20,000.00 1.000 20,000.00 45 CLEARING AND GRUBBING LS 110,000.0000 110,000.00 1.000 110,000.00 46 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 47 ROADWAY EXCAVATION M3 24.0000 7,368,000.00 299,956.300 7,198,951.20 48 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 49 SHOULDER BACKING TONN 112.0000 4,144.00 98.670 11,051.04 PROGRAM CAS145 PAGE 3 DATE 01/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3829U4 TIME 06:01 AM ESTIMATE NO. 26 BID OPENING 09/20/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 01/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (BRIDGE) M3 60.0000 41,580.00 693.000 41,580.00 F) 51 STRUCTURE EXCAVATION (RETAINING WALL) M3 150.0000 316,500.00 2,106.000 315,900.00 52 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 64,500.00 1,075.000 64,500.00 F) 53 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 112,800.00 1,879.000 112,740.00 54 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 9,000.00 145.400 8,724.00 WALL) 55 SAND BACKFILL M3 150.0000 7,800.00 54.310 8,146.50 56 IMPORTED BORROW M3 30.0000 120,000.00 8,900.000 267,000.00 57 HIGHWAY PLANTING LS 70,000.0000 70,000.00 1.000 70,000.00 S) 58 DUFF HA 32,000.0000 32,000.00 1.000 32,000.00 S) 59 EROSION CONTROL (BLANKET) M2 4.4000 89,320.00 15,818.190 69,600.04 S) 60 BONDED FIBER MATRIX (TYPE BFM) KG 4.2500 110,925.00 0.000 0.00 S) (EROSION CONTROL) 61 STRAW (EROSION CONTROL) TONN 355.0000 56,800.00 149.078 52,922.69 S) 62 FIBER (EROSION CONTROL) KG 0.8000 20,560.00 28,395.900 22,716.72 S) 63 FIBER ROLLS M 8.4000 168,000.00 14,555.020 122,262.17 S) 64 COMPOST (EROSION CONTROL) M3 329.0000 46,060.00 105.540 34,722.66 S) 65 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 650.0000 11,050.00 5.000 3,250.00 S) 66 PURE LIVE SEED (EROSION CONTROL) KG 64.5000 125,130.00 1,830.430 118,062.74 S) 67 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 9,360.00 3,625.040 10,875.12 S) 68 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.076 3,040.00 0.632 25,280.00 S) 69 100 MM PLASTIC PIPE (PR 200) M 50.0000 11,000.00 187.700 9,385.00 SF)(SUPPLY LINE) 70 TEMPORARY IRRIGATION SYSTEMS LS 17,400.0000 17,400.00 1.000 17,400.00 S) 71 CLASS 2 AGGREGATE BASE M3 50.0000 2,970,000.00 56,570.499 2,828,524.95 72 ASPHALT CONCRETE TONN 85.0000 7,981,500.00 95,763.363 8,139,885.86 73 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 54.0000 5,076.00 151.105 8,159.67 AREA) 74 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 560.00 137.470 549.88 75 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 23,320.00 5,889.270 23,557.08 76 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 440.00 166.410 665.64 PROGRAM CAS145 PAGE 4 DATE 01/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3829U4 TIME 06:01 AM ESTIMATE NO. 26 BID OPENING 09/20/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 01/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ASPHALTIC EMULSION (PAINT BINDER) TONN 400.0000 40,000.00 102.673 41,069.20 78 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 250.0000 315,250.00 1,261.000 315,250.00 S) PILING 79 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 1.000 40,000.00 S) 80 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 52,400.00 131.000 52,400.00 F) 81 STRUCTURAL CONCRETE, BRIDGE M3 1,600.0000 547,200.00 342.000 547,200.00 F) 82 STRUCTURAL CONCRETE, RETAINING WALL M3 800.0000 620,000.00 775.000 620,000.00 F) 83 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 63,000.00 70.000 63,000.00 F) (TYPE N) 84 CLASS 1 CONCRETE (BOX CULVERT) M3 1,400.0000 358,400.00 256.000 358,400.00 F) 85 MINOR CONCRETE (MINOR STRUCTURE) M3 1,700.0000 88,400.00 52.000 88,400.00 F) 86 JOINT SEAL (MR 40 MM) M 130.0000 3,380.00 24.600 3,198.00 S) 87 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 93,600.00 46,800.000 93,600.00 SF) 88 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 93,270.00 46,635.000 93,270.00 SF) 89 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 28,338.00 14,169.000 28,338.00 SF) 90 FURNISH SINGLE SHEET ALUMINUM SIGN M2 170.0000 680.00 0.000 0.00 (1.6 MM-UNFRAMED) 91 FURNISH SINGLE SHEET ALUMINUM SIGN M2 364.0000 546.00 1.490 542.36 (2.0 MM-UNFRAMED) 92 ROADSIDE SIGN - ONE POST EA 275.0000 1,100.00 1.000 275.00 93 ROADSIDE SIGN - TWO POST EA 350.0000 350.00 1.000 350.00 94 600 MM ALTERNATIVE PIPE CULVERT M 465.0000 120,900.00 246.909 114,812.69 95 1200 MM ALTERNATIVE PIPE CULVERT M 300.0000 60,000.00 191.926 57,577.80 96 600 MM CORRUGATED STEEL PIPE M 400.0000 52,000.00 127.868 51,147.20 (2.77 MM THICK) 97 750 MM CORRUGATED STEEL PIPE M 565.0000 5,085.00 0.000 0.00 (2.77 MM THICK) 98 1500 MM CORRUGATED STEEL PIPE M 825.0000 8,250.00 10.000 8,250.00 (2.77 MM THICK) 99 2430 MM STRUCTURAL STEEL PLATE PIPE M 2,200.0000 264,000.00 119.875 263,725.00 (2.82 MM THICK) 00 2430 MM STRUCTURAL STEEL PLATE PIPE M 2,450.0000 14,700.00 5.500 13,475.00 (4.32 MM THICK) 01 200 MM PERFORATED PLASTIC M 70.0000 92,400.00 1,691.880 118,431.60 PIPE UNDERDRAIN 02 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 475.0000 13,775.00 24.160 11,476.00 (2.01 MM THICK) 03 300 MM ENTRANCE TAPER EA 500.0000 3,500.00 7.000 3,500.00 PROGRAM CAS145 PAGE 5 DATE 01/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3829U4 TIME 06:01 AM ESTIMATE NO. 26 BID OPENING 09/20/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 01/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 300 MM DOWNDRAIN SLIP JOINT EA 390.0000 1,950.00 5.000 1,950.00 05 300 MM ANCHOR ASSEMBLY EA 400.0000 2,800.00 7.000 2,800.00 06 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 240.0000 11,520.00 48.000 11,520.00 F) 07 250 MM STEEL CASING M 150.0000 3,000.00 20.000 3,000.00 08 150 MM WELDED STEEL PIPE (3.40 MM THICK) M 125.0000 4,500.00 35.950 4,493.75 09 300 MM STEEL FLARED END SECTION EA 350.0000 2,450.00 7.000 2,450.00 10 600 MM ALTERNATIVE FLARED END SECTION EA 515.0000 12,875.00 23.000 11,845.00 11 750 MM ALTERNATIVE FLARED END SECTION EA 660.0000 660.00 0.000 0.00 12 1200 MM ALTERNATIVE FLARED END SECTION EA 1,500.0000 10,500.00 7.000 10,500.00 13 1500 MM ALTERNATIVE FLARED END SECTION EA 2,400.0000 2,400.00 1.000 2,400.00 14 ROCK SLOPE PROTECTION (1T, METHOD A) M3 120.0000 142,800.00 1,190.000 142,800.00 15 ROCK SLOPE PROTECTION M3 110.0000 33,000.00 300.000 33,000.00 (1/4 TON, METHOD B) 16 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 110.0000 79,200.00 720.000 79,200.00 17 ROCK SLOPE PROTECTION M3 110.0000 68,200.00 506.630 55,729.30 (FACING, METHOD B) 18 ROCK SLOPE PROTECTION FABRIC M2 2.6000 8,736.00 2,748.870 7,147.06 19 FRAME AND GRATE EA 254.0000 5,588.00 22.000 5,588.00 S) 20 SURVEY MONUMENT EA 1,500.0000 1,500.00 0.000 0.00 21 DELINEATOR (CLASS 1) EA 50.0000 4,150.00 80.000 4,000.00 22 MILEPOST MARKER EA 60.0000 600.00 10.000 600.00 23 OBJECT MARKER (TYPE L) EA 60.0000 5,520.00 94.000 5,640.00 24 METAL BEAM GUARD RAILING (STEEL POST) M 88.0000 23,760.00 320.660 28,218.08 S) 25 TRANSITION RAILING (TYPE WB) EA 4,250.0000 68,000.00 16.000 68,000.00 S) 26 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 12,800.00 4.000 12,800.00 S) 27 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,650.0000 13,250.00 7.000 18,550.00 S) 28 CONCRETE BARRIER (TYPE 732) M 500.0000 39,500.00 79.000 39,500.00 F) 29 CONCRETE BARRIER (TYPE 732A) M 350.0000 122,500.00 350.030 122,510.50 30 THERMOPLASTIC PAVEMENT MARKING M2 75.0000 1,425.00 15.720 1,179.00 S) PROGRAM CAS145 PAGE 6 DATE 01/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3829U4 TIME 06:01 AM ESTIMATE NO. 26 BID OPENING 09/20/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 01/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 THERMOPLASTIC TRAFFIC STRIPE M 1.2000 57,960.00 48,452.950 58,143.54 S) (SPRAYABLE) 32 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 880.00 604.000 1,208.00 S) 33 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 12,950.00 2,878.000 14,390.00 S) 34 TRAFFIC MONITORING STATION LS 32,000.0000 32,000.00 1.000 32,000.00 S) 35 MODIFY OVERHEAD 12 KV LINES LS 97,000.0000 97,000.00 1.000 97,000.00 S) (LOCATION NO. 1) 36 MODIFY OVERHEAD 12 KV LINES LS 70,000.0000 70,000.00 1.000 70,000.00 S) (LOCATION NO. 2) PROGRAM CAS145 PAGE 7 DATE 01/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3829U4 TIME 06:01 AM ESTIMATE NO. 26 BID OPENING 09/20/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 01/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,040.00 27,656,560.93 ADJUSTMENT OF COMPENSATION 0.00 1,121,723.61 EXTRA WORK 4,525.00 2,366,848.56 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,565.00 31,145,133.10 37 MOBILIZATION LS 3000,000.0000 3,000,000.00 1.000 3,000,000.00 ORIGINAL CONTRACT AMOUNT 31,562,425.00 TOTAL WORK COMPLETED 7,565.00 34,145,133.10 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 7,565.00 34,145,133.10 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 10/19/06 650 02/08/07 01/22/07 06/02/09 467 81 4 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY ERIC KARLSON RESIDENT ENGINEER PROGRAM CAS145 PAGE 12 DATE 01/22/09