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 10/20/07 EST. NO.22 TIME 08:30 AM R.E. NAME: LEGALLEE, DALE W. 04-263904 --------------------------------------------------------------------------- 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 0026 8,765.98 E.W. @ F.A.(+) 010407 N 53.0 0 0035 27.64 051807 N 0105.0 0053 412.03 071107 Y 0149.0 0054 559.41 042207 Y 0134.0 0055 520.11 061707 Y 0135.0 0056 483.19 061807 Y 0136.0 0057 140.59 062107 Y 0137.0 0058 308.70 062207 Y 0138.0 0059 724.83 062807 Y 0142.0 0060 176.81 062507 Y 0143.0 0061 470.89 062507 Y 0144.0 0062 461.70 062607 Y 0145.0 0063 206.94 070507 Y 0146.0 0064 626.31 071007 Y 0148.0 0065 1,079.31 062907 Y 0150.0 0068 29.43 080307 Y 0155.0 0070 560.43 072607 Y 0152.0 0071 272.90 061807 N 0186.0 0072 223.96 061907 N 0187.0 0073 218.18 071307 N 0189.0 0074 187.10 071607 N 0190.0 0075 289.56 081507 N 0191.0 0076 231.67 081607 N 0192.0 0077 231.67 082907 N 0193.0 014 0008 765.62 E.W. @ F.A.(+) 032307 N 0084.0 0011 765.53 052307 N 0089.0 0014 241.67 061907 N 0094.0 024 0004 1,336.50 E.W. @ F.A.(+) 073106 N 27.1 0 041 0001 1,871.10 E.W. @ L.S.(+) 091807 N 410010 044 0020 165.80 E.W. @ F.A.(+) 062507 Y 0139.0 0021 334.09 062607 Y 0140.0 0022 281.27 062707 Y 0141.0 0023 125.64 070507 Y 0147.0 0024 167.58 080707 Y 0168.0 0026 115.11 080607 Y 0170.0 0027 426.45 080807 Y 0171.0 0028 237.63 061707 Y 0173.0 0029 112.52 061807 Y 0174.0 0030 284.07 062107 Y 0175.0 0031 236.30 062207 Y 0176.0 0032 952.70 062307 Y 0177.0 0034 121.65 070507 Y 0179.0 0035 123.57 070507 Y 0180.0 0036 52.48 070607 Y 0181.0 0037 307.03 070707 Y 0182.0 0038 918.23 070707 Y 0183.0 0039 160.93 071707 Y 0184.0 0041 585.26 063007 Y 0157.0 0042 147.96 070307 Y 0158.0 0043 780.43 071407 Y 0159.0 0044 103.20 071707 Y 0160.0 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 10/20/07 EST. NO.22 TIME 08:30 AM R.E. NAME: LEGALLEE, DALE W. 04-263904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0045 195.10 071707 Y 0161.0 0046 103.20 071907 Y 0162.0 0047 247.57 071807 Y 0163.0 0048 195.10 071907 Y 0164.0 0049 103.20 071807 Y 0165.0 0050 218.32 080107 Y 0166.0 0051 115.11 080607 Y 0167.0 047 0001 11,755.80 E.W. @ L.S.(+) 091807 N 470010 41,863.06 TOTAL THIS ESTIMATE 413,442.47 TOTAL PREVIOUS ESTIMATE 455,305.53 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 10/20/07 EST. NO.22 TIME 08:30 AM R.E. NAME: LEGALLEE, DALE W. 04-263904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 08:30 AM ESTIMATE NO. 22 BID OPENING 11/02/05 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: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 10/20/07 LOCATION PROGRESS ESTIMATE 04-SON-101-21.6/22.2 ----------------- GHILOTTI CONSTRUCTION CO. IN SONOMA COUNTY IN SANTA ROSA FROM 246 GHILOTTI AVE. 0.4 KM SOUTH OF STEELE LANE SANTA ROSA, CA 95401 UNDERCROSSING TO 0.2 KM SOUTH OF BICENTENNIAL WAY OVERCROSSING FED. AID NO. CML-6204(58) WIDEN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.750 1,875.00 02 TIME-RELATED OVERHEAD LS 668,000.0000 668,000.00 0.756 505,008.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 33.0000 2,178.00 67.700 2,234.10 04 TEMPORARY FENCE (TYPE ESA) M 8.2000 1,148.00 0.000 0.00 05 HEALTH AND SAFETY PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 19,000.0000 19,000.00 0.250 4,750.00 0.750 14,250.00 08 TEMPORARY SILT FENCE M 11.0000 18,040.00 30.000 330.00 448.000 4,928.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 35,000.00 1.000 3,500.00 8.000 28,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 1,600.0000 9,600.00 3.500 5,600.00 11 TEMPORARY COVER M2 4.5000 1,350.00 150.000 675.00 12 CONSTRUCTION AREA SIGNS LS 13,800.0000 13,800.00 0.700 9,660.00 S) 13 TRAFFIC CONTROL SYSTEM LS 175,000.0000 175,000.00 0.983 172,025.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 7,375.00 225.000 5,625.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 32,000.0000 96,000.00 4.000 128,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 32.5000 293,150.00 8,515.014 276,737.96 S) 17 TEMPORARY CRASH CUSHION MODULE EA 165.0000 21,450.00 219.000 36,135.00 S) 18 ABANDON CULVERT EA 800.0000 800.00 1.000 800.00 19 REMOVE CHAIN LINK FENCE M 33.0000 2,178.00 65.200 2,151.60 20 REMOVE METAL BEAM GUARD RAILING M 36.0000 2,808.00 80.400 2,894.40 21 REMOVE FLARED END SECTION EA 250.0000 1,000.00 4.000 1,000.00 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 15,750.00 2,805.970 14,029.85 STRIPE PROGRAM CAS145 PAGE 2 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 08:30 AM ESTIMATE NO. 22 BID OPENING 11/02/05 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: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 20,400.00 10,717.886 10,717.89 24 REMOVE PAINTED PAVEMENT MARKING M2 35.0000 5,600.00 621.792 21,762.72 678.692 23,754.22 25 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 8,040.00 3,103.650 6,207.30 26 REMOVE PAVEMENT MARKER EA 2.0000 11,520.00 2,402.000 4,804.00 27 REMOVE ROADSIDE SIGN EA 100.0000 3,800.00 2.000 200.00 28 REMOVE SIGN STRUCTURE EA 3,200.0000 6,400.00 1.000 3,200.00 29 REMOVE BRIDGE MOUNTED SIGN EA 2,100.0000 4,200.00 2.000 4,200.00 30 REMOVE ASPHALT CONCRETE DIKE M 7.0000 6,930.00 525.500 3,678.50 31 REMOVE CULVERT M 275.0000 30,250.00 134.600 37,015.00 32 REMOVE PIPE M 195.0000 4,875.00 23.500 4,582.50 33 REMOVE INLET EA 875.0000 7,875.00 11.000 9,625.00 34 REMOVE HEADWALL EA 625.0000 1,250.00 3.000 1,875.00 35 REMOVE DOWNDRAIN M 95.0000 3,325.00 41.100 3,904.50 36 REMOVE BASE AND SURFACING M3 28.0000 1,792.00 63.300 1,772.40 37 SALVAGE DOUBLE THRIE BEAM BARRIER M 50.0000 20,000.00 400.000 20,000.00 38 RELOCATE ROADSIDE SIGN EA 175.0000 175.00 1.000 175.00 39 RELOCATE METAL BEAM GUARD RAILING M 100.0000 3,700.00 23.000 2,300.00 S) 40 ADJUST INLET EA 1,500.0000 3,000.00 0.000 0.00 41 MODIFY INLET EA 1,075.0000 1,075.00 1.000 1,075.00 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 21,840.00 0.000 0.00 S) 43 REMOVE CONCRETE M3 500.0000 500.00 1.000 500.00 44 REMOVE CONCRETE (CURB AND GUTTER) M3 170.0000 18,700.00 75.117 12,769.89 45 REMOVE CONCRETE ISLAND (PORTIONS) M3 470.0000 4,700.00 0.000 0.00 46 REMOVE CONCRETE BARRIER (TYPE 50) M 35.0000 33,250.00 691.000 24,185.00 47 REMOVE CONCRETE (CURB, GUTTER, AND M3 105.0000 8,400.00 79.400 8,337.00 SIDEWALK) 48 CAP INLET EA 1,100.0000 3,300.00 3.000 3,300.00 49 BRIDGE REMOVAL LS 180,000.0000 180,000.00 1.000 180,000.00 PROGRAM CAS145 PAGE 3 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 08:30 AM ESTIMATE NO. 22 BID OPENING 11/02/05 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: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SALVAGE CRASH CUSHION EA 100.0000 1,400.00 21.000 2,100.00 51 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000.00 52 REMOVE TREE EA 2,000.0000 2,000.00 2.000 4,000.00 53 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 54 ROADWAY EXCAVATION M3 44.5000 381,365.00 12,921.320 574,998.74 55 ROADWAY EXCAVATION (TYPE Y-2) M3 21.0000 21,840.00 971.397 20,399.34 (AERIALLY DEPOSITED LEAD) 56 ROADWAY EXCAVATION (TYPE Z-3) M3 225.0000 10,350.00 46.000 10,350.00 (AERIALLY DEPOSITED LEAD) 57 ROADWAY EXCAVATION (TYPE R) M3 135.0000 9,990.00 74.000 9,990.00 (AERIALLY DEPOSITED LEAD) 58 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 59 SHOULDER BACKING STA 1,280.0000 12,800.00 0.000 0.00 60 STRUCTURE EXCAVATION (BRIDGE) M3 160.0000 279,200.00 50.000 8,000.00 1,745.000 279,200.00 F) 61 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 40,850.00 817.000 40,850.00 F) 62 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 124,500.00 56.000 8,400.00 830.000 124,500.00 F) 63 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 117,800.00 105.000 10,500.00 1,178.000 117,800.00 F) 64 PERVIOUS BACKFILL MATERIAL M3 100.0000 14,300.00 6.000 600.00 143.000 14,300.00 F) 65 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 4,100.00 2.000 200.00 41.000 4,100.00 F) WALL) 66 DITCH EXCAVATION M3 23.0000 1,265.00 55.000 1,265.00 67 HIGHWAY PLANTING LS 6,500.0000 6,500.00 0.000 0.00 S) 68 EROSION CONTROL (NETTING) M2 10.9000 52,320.00 1,000.000 10,900.00 S) 69 EROSION CONTROL (TYPE B) M2 5.0000 1,500.00 0.000 0.00 S) 70 STRAW (EROSION CONTROL) TONN 409.0000 818.00 1.200 490.80 2.350 961.15 S) 71 FIBER (EROSION CONTROL) KG 0.9500 294.50 186.000 176.70 372.000 353.40 S) 72 FIBER ROLLS M 9.4000 15,980.00 144.770 1,360.84 73 COMPOST (EROSION CONTROL) M3 366.0000 732.00 1.860 680.76 3.060 1,119.96 S) 74 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 4,800.00 1.000 1,200.00 S) 75 PURE LIVE SEED (EROSION CONTROL) KG 315.0000 9,765.00 18.600 5,859.00 37.200 11,718.00 S) 76 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 175.00 42.000 105.00 84.000 210.00 S) PROGRAM CAS145 PAGE 4 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 08:30 AM ESTIMATE NO. 22 BID OPENING 11/02/05 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: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 78 IRRIGATION SYSTEM LS 15,000.0000 15,000.00 0.000 0.00 S) 79 200 MM WELDED STEEL PIPE CONDUIT M 100.0000 4,300.00 43.000 4,300.00 S) (6.35 MM THICK) 80 LIME TONN 180.0000 57,600.00 443.390 79,810.20 81 LIME STABILIZATION M2 6.8000 81,600.00 12,694.000 86,319.20 82 CLASS 4 AGGREGATE SUBBASE M3 54.0000 199,800.00 4,200.010 226,800.54 83 CLASS 3 AGGREGATE BASE M3 58.0000 185,600.00 3,144.720 182,393.76 84 CEMENT TREATED BASE M3 260.0000 260,000.00 1,180.580 306,950.80 (PLANT-MIXED, CLASS A) 85 ASPHALTIC EMULSION (CURING SEAL) TONN 1,660.0000 13,280.00 9.990 16,583.40 86 ASPHALT CONCRETE (TYPE A) TONN 86.0000 1,883,400.00 9,352.050 804,276.30 87 ASPHALT CONCRETE (LEVELING) TONN 86.0000 93,740.00 53.670 4,615.62 88 PAVING ASPHALT (BINDER-PAVEMENT TONN 50.0000 1,050.00 0.900 45.00 REINFORCING FABRIC) 89 PAVEMENT REINFORCING FABRIC M2 1.7500 31,500.00 1,045.000 1,828.75 90 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 9.7500 8,580.00 0.000 0.00 91 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 9.7500 2,827.50 0.000 0.00 92 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,065.0000 42,600.00 2.570 2,737.05 93 CRACK EXISTING CONCRETE PAVEMENT M2 4.0000 60,400.00 1,016.800 4,067.20 S) 94 GRIND EXISTING CONCRETE M2 50.0000 13,500.00 0.000 0.00 S) PAVEMENT 95 FURNISH PILING (CLASS 900) M 150.0000 327,600.00 2,184.000 327,600.00 (ALTERNATIVE W) 96 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,000.0000 304,000.00 152.000 304,000.00 S) 97 FURNISH PILING (CLASS 400) M 110.0000 43,120.00 392.000 43,120.00 (ALTERNATIVE W) 98 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 1,750.0000 56,000.00 32.000 56,000.00 S) 99 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 00 PRESTRESSING CAST-IN-PLACE CONCRETE LS 115,000.0000 115,000.00 1.000 115,000.00 S) 01 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 88,000.00 220.000 88,000.00 F) 02 STRUCTURAL CONCRETE, BRIDGE M3 1,155.0000 1,334,025.00 1,150.000 1,328,250.00 F) 03 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 224,300.00 448.600 224,300.00 F) PROGRAM CAS145 PAGE 5 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 08:30 AM ESTIMATE NO. 22 BID OPENING 11/02/05 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: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 171,000.00 71.500 64,350.00 190.000 171,000.00 F) (TYPE N MODIFIED) 05 MINOR CONCRETE (MINOR STRUCTURE) M3 1,950.0000 130,650.00 71.290 139,015.50 F) 06 MINOR CONCRETE (BACKFILL) M3 250.0000 20,000.00 64.190 16,047.50 07 FRACTURED RIB TEXTURE M2 135.0000 48,870.00 355.000 47,925.00 F) 08 SOUND WALL (MASONRY BLOCK) M2 300.0000 104,550.00 348.500 104,550.00 SF) 09 JACKING SUPERSTRUCTURE LS 60,000.0000 60,000.00 0.050 3,000.00 1.000 60,000.00 10 JOINT SEAL (MR 50 MM) M 200.0000 13,800.00 0.000 0.00 S) 11 BAR REINFORCING STEEL (BRIDGE) KG 1.8500 384,337.50 1,000.000 1,850.00 207,750.000 384,337.50 SF) 12 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 62,536.00 31,268.000 62,536.00 SF) 13 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 14 FURNISH SIGN STRUCTURE (TRUSS) KG 7.8000 226,122.00 14,660.000 114,348.00 28,990.000 226,122.00 F) 15 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 14,495.00 14,660.000 7,330.00 28,990.000 14,495.00 SF) 16 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 9.8500 7,584.50 0.000 0.00 WITHOUT WALKWAY) 17 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 9.1500 7,045.50 0.000 0.00 S) WITHOUT WALKWAY) 18 1524 MM CAST-IN-DRILLED-HOLE M 2,425.0000 70,810.00 29.200 70,810.00 S) CONCRETE PILE (SIGN FOUNDATION) 19 ROADSIDE SIGN - ONE POST EA 195.0000 4,680.00 0.000 0.00 20 ROADSIDE SIGN - TWO POST EA 350.0000 1,750.00 0.000 0.00 21 INSTALL SIGN OVERLAY M2 270.0000 1,107.00 0.000 0.00 22 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 255.0000 79,050.00 226.340 57,716.70 23 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 365.0000 73,000.00 255.780 93,359.70 24 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 325.0000 39,000.00 117.000 38,025.00 25 450 MM REINFORCED CONCRETE PIPE M 750.0000 1,500.00 2.000 1,500.00 26 610 MM X 960 MM OVAL SHAPED REINFORCED M 650.0000 58,500.00 94.200 61,230.00 CONCRETE PIPE (CLASS III) 27 ALTERNATIVE SLOTTED PIPE M 375.0000 20,625.00 0.000 0.00 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 8,250.00 33.900 8,475.00 (1.63 MM THICK) 29 GRATED LINE DRAIN M 230.0000 25,300.00 0.000 0.00 30 450 MM CONCRETE FLARED END SECTION EA 425.0000 425.00 2.000 850.00 PROGRAM CAS145 PAGE 6 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 08:30 AM ESTIMATE NO. 22 BID OPENING 11/02/05 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: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SACKED CONCRETE SLOPE PROTECTION M3 675.0000 1,350.00 2.000 1,350.00 32 MINOR CONCRETE (MISCELLANEOUS M3 495.0000 79,200.00 44.919 22,234.91 CONSTRUCTION) 33 MISCELLANEOUS IRON AND STEEL KG 2.0000 11,584.00 1,601.000 3,202.00 SF) 34 CHAIN LINK FENCE (TYPE CL-1.8) M 106.0000 6,996.00 60.500 6,413.00 S) 35 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 S) 36 DELINEATOR (CLASS 1) EA 35.0000 1,050.00 0.000 0.00 37 OBJECT MARKER (TYPE K-1) EA 35.0000 35.00 0.000 0.00 38 OBJECT MARKER (TYPE L-1) EA 50.0000 350.00 0.000 0.00 39 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 40,000.00 0.000 0.00 S) 40 CONCRETE BARRIER (TYPE K) M 65.0000 26,000.00 0.000 0.00 S) 41 CABLE RAILING M 200.0000 11,200.00 0.000 0.00 F) 42 TERMINAL SECTION (TYPE B) EA 50.0000 200.00 0.000 0.00 SF) 43 END SECTION EA 50.0000 150.00 0.000 0.00 S) 44 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 3,600.00 0.000 0.00 S) 45 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 14,700.00 0.000 0.00 S) 46 CONCRETE BARRIER (TYPE 60) M 169.0000 103,090.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 60A) M 1.0000 56.00 0.000 0.00 48 CONCRETE BARRIER (TYPE 60C) M 280.0000 131,600.00 65.000 18,200.00 49 CONCRETE BARRIER (TYPE 732) M 425.0000 47,600.00 56.000 23,800.00 76.000 32,300.00 F) 50 CONCRETE BARRIER (TYPE 732A) M 425.0000 29,750.00 70.000 29,750.00 70.000 29,750.00 51 CONCRETE BARRIER (TYPE 60 MODIFIED) M 320.0000 17,920.00 0.000 0.00 52 CONCRETE BARRIER (TYPE 736A MOD) M 300.0000 33,000.00 107.000 32,100.00 53 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 6,300.00 0.000 0.00 S) 54 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,440.00 0.000 0.00 S) 55 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,890.00 0.000 0.00 S) 56 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 160.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 57 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 130.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 7 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 08:30 AM ESTIMATE NO. 22 BID OPENING 11/02/05 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: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 12,850.00 621.792 310.90 17,728.128 8,864.06 S) 59 PAINT PAVEMENT MARKING M2 30.0000 12,600.00 95.550 2,866.50 S) 60 PAVEMENT MARKER (NON-REFLECTIVE TYPE A) EA 2.0000 6,340.00 60.000 120.00 2,067.000 4,134.00 S) 61 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 260.00 8.000 32.00 S) TYPE C) 62 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 6,600.00 54.000 216.00 1,241.000 4,964.00 S) TYPE G) 63 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.0000 3,360.00 562.000 2,248.00 S) TYPE H) 64 PAVEMENT MARKER EA 4.0000 240.00 28.000 112.00 S) (RETROREFLECTIVE - SPECIAL TYPE D) 65 SIGNAL AND LIGHTING (LOCATION 1) LS 105,200.0000 105,200.00 0.349 36,714.80 0.998 104,989.60 S) 66 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.440 44,000.00 0.440 44,000.00 S) 67 EMERGENCY VEHICLE DETECTOR SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 1.000 100,000.00 S) 68 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 69 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.775 116,250.00 S) 70 TRAFFIC OPERATIONS SYSTEM LS 100,000.0000 100,000.00 0.299 29,900.00 S) 71 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 750.0000 750.00 0.000 0.00 S) 72 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,500.0000 2,500.00 0.000 0.00 S) MODEM ASSEMBLY 73 EXTINGUISHABLE MESSAGE SIGN RADIO EA 3,500.0000 3,500.00 0.000 0.00 S) CONTROLLER ASSEMBLY 74 EXTINGUISHABLE MESSAGE SIGN PANEL EA 14,000.0000 14,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 10/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263904 TIME 08:30 AM ESTIMATE NO. 22 BID OPENING 11/02/05 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: LEGALLEE, DALE W. DATE OF THIS ESTIMATE 10/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 491,144.68 9,217,386.33 ADJUSTMENT OF COMPENSATION 0.00 69,698.90 EXTRA WORK 41,863.06 385,606.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 533,007.74 9,672,691.86 75 MOBILIZATION LS 1180,000.0000 1,180,000.00 1.000 1,180,000.00 ORIGINAL CONTRACT AMOUNT 12,450,029.50 TOTAL WORK COMPLETED 533,007.74 10,852,691.86 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 533,007.74 10,852,691.86 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 01/27/06 670 02/14/06 02/14/06 03/30/07 309 106 0 8 80% 72% PROGRESS IS SATISFACTORY LEGALLEE, DALE W. RESIDENT ENGINEER PROGRAM CAS145 DATE 10/20/07