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 10/25/07 EST. NO.10 TIME 05:33 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 --------------------------------------------------------------------------- 001 0002-1 -319.31 E.W. @ F.A.(+) 021307 N 0002 0 DAO CORRECTING ENTRY 0002-2 307.30 021307 N 0002 0 DAO CORRECTING ENTRY 0003-1 -159.66 021407 N 0003 0 DAO CORRECTING ENTRY 0003-2 153.65 021407 N 0003 0 DAO CORRECTING ENTRY 0004-1 -745.04 021507 N 0004 0 DAO CORRECTING ENTRY 0004-2 717.03 021507 N 0004 0 DAO CORRECTING ENTRY 0005-1 -372.54 021607 N 0005 0 DAO CORRECTING ENTRY 0005-2 358.53 021607 N 0005 0 DAO CORRECTING ENTRY 0006-1 -851.50 022007 N 0006 0 DAO CORRECTING ENTRY 0006-2 819.48 022007 N 0006 0 DAO CORRECTING ENTRY 0008-1 -372.54 022207 N 0008 0 DAO CORRECTING ENTRY 0008-2 358.53 022207 N 0008 0 DAO CORRECTING ENTRY 0009-1 -991.09 022107 N 0009 0 DAO CORRECTING ENTRY 0009-2 953.83 022107 N 0009 0 DAO CORRECTING ENTRY 0010-1 -863.93 022607 N 0010 0 DAO CORRECTING ENTRY 0010-2 831.45 022607 N 0010 0 DAO CORRECTING ENTRY 0014-1 -759.88 030507 N 0014 0 DAO CORRECTING ENTRY 0014-2 731.32 030507 N 0014 0 DAO CORRECTING ENTRY 0015-1 -905.32 030607 N 0015 0 DAO CORRECTING ENTRY 0015-2 871.29 030607 N 0015 0 DAO CORRECTING ENTRY 0016-1 -612.61 030807 N 0016 0 DAO CORRECTING ENTRY 0016-2 589.58 030807 N 0016 0 DAO CORRECTING ENTRY 0017-1 -532.19 030907 N 0017 0 DAO CORRECTING ENTRY 0017-2 512.18 030907 N 0017 0 DAO CORRECTING ENTRY 0018-1 -1,060.89 031207 N 0018 0 DAO CORRECTING ENTRY 0018-2 1,021.01 031207 N 0018 0 DAO CORRECTING ENTRY 0019-1 -1,340.11 031307 N 0019 0 DAO CORRECTING ENTRY 0019-2 1,289.73 031307 N 0019 0 DAO CORRECTING ENTRY 0020-1 -1,479.71 031407 N 0020 0 DAO CORRECTING ENTRY 0020-2 1,424.08 031407 N 0020 0 DAO CORRECTING ENTRY 0021-1 -927.59 022707 N 0021 0 DAO CORRECTING ENTRY 0021-2 892.72 022707 N 0021 0 DAO CORRECTING ENTRY 0022-1 -851.50 022807 N 0022 0 DAO CORRECTING ENTRY 0022-2 819.48 022807 N 0022 0 DAO CORRECTING ENTRY 0024-1 -214.10 031507 N 0024 0 DAO CORRECTING ENTRY 0024-2 206.05 031507 N 0024 0 DAO CORRECTING ENTRY 0025-1 -1,141.09 040607 N 0025 0 DAO CORRECTING ENTRY 0025-2 1,097.20 040607 N 0025 0 DAO CORRECTING ENTRY 0026-1 -143.14 041107 N 0026 0 DAO CORRECTING ENTRY 0026-2 137.55 041107 N 0026 0 DAO CORRECTING ENTRY 0027-1 -342.86 041307 N 0027 0 DAO CORRECTING ENTRY 0027-2 329.66 041307 N 0027 0 DAO CORRECTING ENTRY 0028-1 -593.43 041807 N 0028 0 DAO CORRECTING ENTRY 0028-2 570.43 041807 N 0028 0 DAO CORRECTING ENTRY 0029-1 -2,342.55 041907 N 0029 0 DAO CORRECTING ENTRY 0029-2 2,240.70 041907 N 0029 0 DAO CORRECTING ENTRY 0030-1 -1,142.78 042307 N 0030 0 DAO CORRECTING ENTRY 0030-2 1,096.80 042307 N 0030 0 DAO CORRECTING ENTRY 0038-1 -214.83 050207 N 0038 0 DAO CORRECTING ENTRY 0038-2 206.65 050207 N 0038 0 DAO CORRECTING ENTRY 005 0001-1 -425.75 E.W. @ F.A.(+) 031207 N 0001 0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 10/25/07 EST. NO.10 TIME 05:33 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 --------------------------------------------------------------------------- 0001-2 409.74 031207 N 0001 0 DAO CORRECTING ENTRY 0002-1 -1,177.48 031507 N 0002 0 DAO CORRECTING ENTRY 0002-2 1,133.21 031507 N 0002 0 DAO CORRECTING ENTRY 0003-1 -1,863.63 031607 N 0003 0 DAO CORRECTING ENTRY 0003-2 1,793.01 031607 N 0003 0 DAO CORRECTING ENTRY 0005-1 -2,302.53 031907 N 0005 0 DAO CORRECTING ENTRY 0005-2 2,214.47 031907 N 0005 0 DAO CORRECTING ENTRY 006 0002-1 -2,441.07 E.W. @ F.A.(+) 021407 N 0002 0 DAO CORRECTING ENTRY 0002-2 2,346.04 021407 N 0002 0 DAO CORRECTING ENTRY 0004-1 -563.37 021307 N 0004 0 DAO CORRECTING ENTRY 0004-2 541.44 021307 N 0004 0 DAO CORRECTING ENTRY 007 0001-1 -948.38 E.W. @ F.A.(+) 021507 N 0001 0 DAO CORRECTING ENTRY 0001-2 910.41 021507 N 0001 0 DAO CORRECTING ENTRY 0003-1 -1,135.97 022007 N 0003 0 DAO CORRECTING ENTRY 0003-2 1,091.34 022007 N 0003 0 DAO CORRECTING ENTRY 0004-1 -493.41 022107 N 0004 0 DAO CORRECTING ENTRY 0004-2 474.77 022107 N 0004 0 DAO CORRECTING ENTRY 0005-1 -611.90 022207 N 0005 0 DAO CORRECTING ENTRY 0005-2 588.75 022207 N 0005 0 DAO CORRECTING ENTRY 0006-1 -1,184.50 022607 N 0006 0 DAO CORRECTING ENTRY 0006-2 1,139.97 022607 N 0006 0 DAO CORRECTING ENTRY 0007-1 -1,432.68 021607 N 0007 0 DAO CORRECTING ENTRY 0007-2 1,377.89 021607 N 0007 0 DAO CORRECTING ENTRY 010 0001-1 -913.11 E.W. @ F.A.(+) 042607 N 0001 0 DAO CORRECTING ENTRY 0001-2 877.29 042607 N 0001 0 DAO CORRECTING ENTRY 0002-1 -2,719.94 070207 N 0002 0 DAO CORRECTING ENTRY 0002-2 2,615.99 070207 N 0002 0 DAO CORRECTING ENTRY 0003-1 -1,779.87 070307 N 0003 0 DAO CORRECTING ENTRY 0003-2 1,710.85 070307 N 0003 0 DAO CORRECTING ENTRY 013 0007-1 -376.61 A.C. @ F.A.(+) 062007 N 0007 0 DAO CORRECTING ENTRY 0007-2 361.19 062007 N 0007 0 DAO CORRECTING ENTRY 0008-1 -564.89 062107 N 0008 0 DAO CORRECTING ENTRY 0008-2 541.78 062107 N 0008 0 DAO CORRECTING ENTRY 0012-1 -768.64 062507 N 0012 0 DAO CORRECTING ENTRY 0012-2 737.24 062507 N 0012 0 DAO CORRECTING ENTRY 0013-1 -1,729.43 062507 N 0013 0 DAO CORRECTING ENTRY 0013-2 1,658.77 062507 N 0013 0 DAO CORRECTING ENTRY 0014-1 -513.16 062607 N 0014 0 DAO CORRECTING ENTRY 0014-2 492.24 062607 N 0014 0 DAO CORRECTING ENTRY 0015-1 -852.66 062607 N 0015 0 DAO CORRECTING ENTRY 0015-2 817.16 062607 N 0015 0 DAO CORRECTING ENTRY 0016-1 -293.38 062707 N 0016 0 DAO CORRECTING ENTRY 0016-2 281.42 062707 N 0016 0 DAO CORRECTING ENTRY 0017-1 -1,345.11 062807 N 0017 0 DAO CORRECTING ENTRY 0017-2 1,290.14 062807 N 0017 0 DAO CORRECTING ENTRY 0018-1 -275.59 070207 N 0018 0 DAO CORRECTING ENTRY 0018-2 264.07 070207 N 0018 0 DAO CORRECTING ENTRY 0019-1 -688.96 070307 N 0020 0 DAO CORRECTING ENTRY 0019-2 660.18 070307 N 0020 0 DAO CORRECTING ENTRY 018 0001 4,918.49 E.W. @ F.A.(+) 072407 N 0724 0 0002 4,918.49 072507 N 0725 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 10/25/07 EST. NO.10 TIME 05:33 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 --------------------------------------------------------------------------- 0003 4,918.49 072607 N 0726 0 12,938.85 TOTAL THIS ESTIMATE 721,915.22 TOTAL PREVIOUS ESTIMATE 734,854.07 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 10/25/07 EST. NO.10 TIME 05:33 AM R.E. NAME: ERIC KARLSON 06-3829U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 03 RECD PYRL #3 10,000.00 04 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3829U4 TIME 05:33 AM ESTIMATE NO. 10 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 10/20/07 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 10/25/07 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 0.500 2,500.00 02 TIME-RELATED OVERHEAD WDAY 5,000.0000 2,000,000.00 20.000 100,000.00 172.000 860,000.00 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 1,615.669 22,619.37 S) 05 ESA PADDLE EA 60.0000 660.00 0.000 0.00 06 TEMPORARY CREEK DIVERSION SYSTEM LS 40,000.0000 40,000.00 0.650 26,000.00 07 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 200,000.0000 200,000.00 0.050 10,000.00 0.550 110,000.00 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 1,250.250 18,753.75 1,928.550 28,928.25 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 0.000 0.00 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 0.050 7,500.00 0.550 82,500.00 16 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.600 9,000.00 S) 17 TRAFFIC CONTROL SYSTEM LS 700,000.0000 700,000.00 0.050 35,000.00 0.550 385,000.00 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.1500 64,515.00 8,250.000 9,487.50 29,985.440 34,483.26 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 2,226.000 15,582.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 0.050 3,750.00 0.550 41,250.00 S) 22 TEMPORARY RAILING (TYPE K) M 90.0000 343,800.00 1,859.000 167,310.00 PROGRAM CAS145 PAGE 2 DATE 10/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3829U4 TIME 05:33 AM ESTIMATE NO. 10 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 10/20/07 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 10/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 98.000 27,440.00 S) 24 ABANDON CULVERT M 150.0000 28,500.00 92.700 13,905.00 92.700 13,905.00 25 ABANDON 150 MM JET FUEL PIPE LINE M 260.0000 3,640.00 0.000 0.00 26 REMOVE FENCE M 17.5000 10,325.00 738.000 12,915.00 S) 27 REMOVE METAL BEAM GUARD RAILING M 56.0000 25,200.00 122.000 6,832.00 S) 28 REMOVE FLARED END SECTION EA 500.0000 7,000.00 12.000 6,000.00 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 0.000 0.00 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 0.000 0.00 35 REMOVE OVERSIDE DRAIN EA 800.0000 4,800.00 0.000 0.00 36 REMOVE CULVERT M 140.0000 23,800.00 0.000 0.00 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 9.000 9,000.00 39 REMOVE HEADWALL EA 1,000.0000 21,000.00 3.000 3,000.00 19.000 19,000.00 40 RESET ROADSIDE SIGN EA 150.0000 1,500.00 0.000 0.00 41 RELOCATE FENCE M 40.0000 60,800.00 455.980 18,239.20 S) 42 RELOCATE ROADSIDE SIGN EA 150.0000 1,800.00 0.000 0.00 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 122,250.00 0.000 0.00 S) 44 BRIDGE REMOVAL LS 20,000.0000 20,000.00 0.000 0.00 45 CLEARING AND GRUBBING LS 110,000.0000 110,000.00 0.950 104,500.00 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 2,268.200 54,436.80 286,498.320 6,875,959.68 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 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 10/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3829U4 TIME 05:33 AM ESTIMATE NO. 10 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 10/20/07 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 10/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 316,500.00 189.500 28,425.00 1,430.500 214,575.00 52 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 64,500.00 806.250 48,375.00 F) 53 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 112,800.00 74.000 4,440.00 592.000 35,520.00 54 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 9,000.00 4.200 252.00 50.800 3,048.00 WALL) 55 SAND BACKFILL M3 150.0000 7,800.00 0.000 0.00 56 IMPORTED BORROW M3 30.0000 120,000.00 1,329.484 39,884.52 57 HIGHWAY PLANTING LS 70,000.0000 70,000.00 0.000 0.00 S) 58 DUFF HA 32,000.0000 32,000.00 0.500 16,000.00 S) 59 EROSION CONTROL (BLANKET) M2 4.4000 89,320.00 0.000 0.00 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 0.000 0.00 S) 62 FIBER (EROSION CONTROL) KG 0.8000 20,560.00 0.000 0.00 S) 63 FIBER ROLLS M 8.4000 168,000.00 0.000 0.00 S) 64 COMPOST (EROSION CONTROL) M3 329.0000 46,060.00 0.000 0.00 S) 65 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 650.0000 11,050.00 0.000 0.00 S) 66 PURE LIVE SEED (EROSION CONTROL) KG 64.5000 125,130.00 0.000 0.00 S) 67 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 9,360.00 0.000 0.00 S) 68 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 S) 69 100 MM PLASTIC PIPE (PR 200) M 50.0000 11,000.00 158.600 7,930.00 SF)(SUPPLY LINE) 70 TEMPORARY IRRIGATION SYSTEMS LS 17,400.0000 17,400.00 0.000 0.00 S) 71 CLASS 2 AGGREGATE BASE M3 50.0000 2,970,000.00 9,086.240 454,312.00 44,390.369 2,219,518.45 72 ASPHALT CONCRETE TONN 85.0000 7,981,500.00 27,552.080 2,341,926.80 44,426.443 3,776,247.66 73 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 54.0000 5,076.00 0.000 0.00 AREA) 74 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 560.00 0.000 0.00 75 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 23,320.00 0.000 0.00 76 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 440.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3829U4 TIME 05:33 AM ESTIMATE NO. 10 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 10/20/07 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 10/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 39.730 15,892.00 51.053 20,421.20 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 0.700 28,000.00 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 547,200.00 127.600 204,160.00 323.800 518,080.00 F) 82 STRUCTURAL CONCRETE, RETAINING WALL M3 800.0000 620,000.00 53.300 42,640.00 439.100 351,280.00 F) 83 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 63,000.00 0.000 0.00 F) (TYPE N) 84 CLASS 1 CONCRETE (BOX CULVERT) M3 1,400.0000 358,400.00 5.703 7,984.20 192.210 269,094.00 F) 85 MINOR CONCRETE (MINOR STRUCTURE) M3 1,700.0000 88,400.00 23.183 39,411.10 F) 86 JOINT SEAL (MR 40 MM) M 130.0000 3,380.00 0.000 0.00 S) 87 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 93,600.00 14,030.000 28,060.00 46,403.000 92,806.00 SF) 88 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 93,270.00 3,208.000 6,416.00 26,424.000 52,848.00 SF) 89 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 28,338.00 343.670 687.34 10,727.150 21,454.30 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 0.000 0.00 (2.0 MM-UNFRAMED) 92 ROADSIDE SIGN - ONE POST EA 275.0000 1,100.00 0.000 0.00 93 ROADSIDE SIGN - TWO POST EA 350.0000 350.00 0.000 0.00 94 600 MM ALTERNATIVE PIPE CULVERT M 465.0000 120,900.00 222.019 103,238.84 95 1200 MM ALTERNATIVE PIPE CULVERT M 300.0000 60,000.00 153.086 45,925.80 96 600 MM CORRUGATED STEEL PIPE M 400.0000 52,000.00 3.700 1,480.00 127.868 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 18.125 39,875.00 (2.82 MM THICK) 00 2430 MM STRUCTURAL STEEL PLATE PIPE M 2,450.0000 14,700.00 4.125 10,106.25 (4.32 MM THICK) 01 200 MM PERFORATED PLASTIC M 70.0000 92,400.00 0.000 0.00 PIPE UNDERDRAIN 02 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 475.0000 13,775.00 0.000 0.00 (2.01 MM THICK) 03 300 MM ENTRANCE TAPER EA 500.0000 3,500.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3829U4 TIME 05:33 AM ESTIMATE NO. 10 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 10/20/07 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 10/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 05 300 MM ANCHOR ASSEMBLY EA 400.0000 2,800.00 0.000 0.00 06 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 240.0000 11,520.00 0.000 0.00 F) 07 250 MM STEEL CASING M 150.0000 3,000.00 0.000 0.00 08 150 MM WELDED STEEL PIPE (3.40 MM THICK) M 125.0000 4,500.00 0.000 0.00 09 300 MM STEEL FLARED END SECTION EA 350.0000 2,450.00 0.000 0.00 10 600 MM ALTERNATIVE FLARED END SECTION EA 515.0000 12,875.00 1.000 515.00 12.000 6,180.00 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 6.000 9,000.00 13 1500 MM ALTERNATIVE FLARED END SECTION EA 2,400.0000 2,400.00 0.750 1,800.00 14 ROCK SLOPE PROTECTION (1T, METHOD A) M3 120.0000 142,800.00 0.000 0.00 15 ROCK SLOPE PROTECTION M3 110.0000 33,000.00 112.800 12,408.00 263.000 28,930.00 (1/4 TON, METHOD B) 16 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 110.0000 79,200.00 0.000 0.00 17 ROCK SLOPE PROTECTION M3 110.0000 68,200.00 20.730 2,280.30 282.370 31,060.70 (FACING, METHOD B) 18 ROCK SLOPE PROTECTION FABRIC M2 2.6000 8,736.00 84.900 220.74 828.030 2,152.88 19 FRAME AND GRATE EA 254.0000 5,588.00 0.000 0.00 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 0.000 0.00 22 MILEPOST MARKER EA 60.0000 600.00 0.000 0.00 23 OBJECT MARKER (TYPE L) EA 60.0000 5,520.00 0.000 0.00 24 METAL BEAM GUARD RAILING (STEEL POST) M 88.0000 23,760.00 0.000 0.00 S) 25 TRANSITION RAILING (TYPE WB) EA 4,250.0000 68,000.00 0.000 0.00 S) 26 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 12,800.00 0.000 0.00 S) 27 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,650.0000 13,250.00 0.000 0.00 S) 28 CONCRETE BARRIER (TYPE 732) M 500.0000 39,500.00 0.000 0.00 F) 29 CONCRETE BARRIER (TYPE 732A) M 350.0000 122,500.00 0.000 0.00 30 THERMOPLASTIC PAVEMENT MARKING M2 75.0000 1,425.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 10/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3829U4 TIME 05:33 AM ESTIMATE NO. 10 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 10/20/07 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 10/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) (SPRAYABLE) 32 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 880.00 0.000 0.00 S) 33 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 12,950.00 0.000 0.00 S) 34 TRAFFIC MONITORING STATION LS 32,000.0000 32,000.00 0.000 0.00 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 10/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-3829U4 TIME 05:33 AM ESTIMATE NO. 10 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 10/20/07 R.E. NAME: ERIC KARLSON DATE OF THIS ESTIMATE 10/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,435,932.43 17,691,264.27 ADJUSTMENT OF COMPENSATION -304.24 223,378.19 EXTRA WORK 13,243.09 511,475.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,448,871.28 18,426,118.34 37 MOBILIZATION LS 3000,000.0000 3,000,000.00 0.050 150,000.00 1.000 3,000,000.00 ORIGINAL CONTRACT AMOUNT 31,562,425.00 TOTAL WORK COMPLETED 3,598,871.28 21,426,118.34 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,598,871.28 21,426,118.34 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 08/06/08 172 67 -30 0 66% 46% PROGRESS IS SATISFACTORY ERIC KARLSON RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/07