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 07/25/06 EST. NO.06 TIME 11:06 AM R.E. NAME: WOODS, JOHN A 06-350704 --------------------------------------------------------------------------- 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 0030 418.51 E.W. @ F.A.(+) 033006 N 0039.0 0080 181.09 060206 N 0095.0 0082 483.82 060506 N 0097.0 0083 490.15 060506 N 0098.0 0084 193.53 060606 N 0099.0 0085 432.93 060706 N 0100.0 0086 120.96 060806 N 0101.0 0087 491.02 060206 N 0102.0 0088 387.06 060806 N 0104.0 0089 387.06 060906 N 0105.0 0090 105.01 061206 N 0106.0 0091 105.01 061306 N 0108.0 0092 105.01 061406 N 0109.0 0093 105.01 061506 N 0110.0 0094 145.15 061606 N 0115.0 0095 197.35 061906 N 0116.0 0096 193.53 062006 N 0118.0 0097 209.44 062106 N 0120.0 0098 131.27 062106 N 0122.0 0099 131.27 062306 N 0123.0 0100 131.27 062306 N 0124.0 0101 142.01 060506 N 0126.0 0102 96.76 060606 N 0127.0 0103 120.96 060706 N 0128.0 0105 261.51 062906 N 0130.0 0106 271.90 070606 N 0185.0 0107 238.33 070706 N 0186.0 004 0004 160.05 E.W. @ F.A.(+) 062006 N 0119.0 0005 768.17 062106 N 0121.0 005 0001 63.27 E.W. @ F.A.(+) 062706 N 0125.0 010 0006 1,559.74 E.W. @ F.A.(+) 020906 N 0131.0 0007 779.87 021006 N 0132.0 0008 1,588.98 021306 Y 0134.0 0009 1,056.23 021406 Y 0135.0 0010 1,075.18 021506 Y 0136.0 0011 749.12 050306 Y 0139.0 0012 929.34 050406 Y 0140.0 0013 749.12 050806 Y 0142.0 0014 749.12 050906 Y 0143.0 0015 816.41 051106 Y 0144.0 0016 749.12 051206 Y 0145.0 0017 929.34 051506 Y 0152.0 0018 929.34 051606 Y 0153.0 0019 929.34 051706 Y 0155.0 0020 929.34 051806 Y 0156.0 0021 663.03 051906 Y 0157.0 0022 929.34 052206 N 0160.0 0023 995.62 052306 Y 0162.0 0024 929.34 052406 Y 0163.0 0025 929.34 052506 Y 0164.0 0026 929.34 052606 Y 0165.0 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 07/25/06 EST. NO.06 TIME 11:06 AM R.E. NAME: WOODS, JOHN A 06-350704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0027 1,194.39 053006 Y 0166.0 0028 1,641.47 053106 Y 0168.0 0029 1,328.62 060106 Y 0169.0 0030 1,328.62 060206 Y 0170.0 011 0005 910.10 E.W. @ F.A.(+) 021006 Y 0133.0 0006 556.72 021606 Y 0137.0 0007 1,148.40 050206 Y 0138.0 0008 1,793.16 050506 Y 0141.0 0009 468.22 050406 Y 0146.0 0010 665.01 050806 Y 0147.0 0011 530.07 050906 Y 0148.0 0012 569.01 051106 Y 0149.0 0013 530.07 051206 Y 0150.0 0014 1,355.83 051506 Y 0151.0 0015 665.01 051606 Y 0154.0 0016 863.91 051906 Y 0158.0 0017 1,211.40 052206 Y 0159.0 0018 265.04 052306 Y 0161.0 0019 265.04 053006 Y 0167.0 0020 1,279.19 060506 Y 0171.0 0021 749.12 060806 Y 0174.0 0022 2,644.41 060906 Y 0175.0 0023 749.12 061206 Y 0176.0 0024 749.12 061306 Y 0177.0 0025 749.12 060606 Y 0172.0 0026 749.12 060706 Y 0173.0 0027 2,199.69 061406 Y 0178.0 0028 749.12 062006 Y 0179.0 0029 749.12 062106 Y 0180.0 0030 530.07 062706 Y 0181.0 0031 530.07 063006 Y 0182.0 0032 530.07 070606 N 0183.0 57,411.44 TOTAL THIS ESTIMATE 61,611.39 TOTAL PREVIOUS ESTIMATE 119,022.83 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 07/25/06 EST. NO.06 TIME 11:06 AM R.E. NAME: WOODS, JOHN A 06-350704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 03 MISS PYRL -10,000.00 05 MISS PYRL -10,000.00 06 RECD PYRL #3 & 5 20,000.00 06 10,000.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 11:06 AM ESTIMATE NO. 06 BID OPENING 10/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 07/25/06 LOCATION PROGRESS ESTIMATE 06-FRE-99-R0.7/7.4 ----------------- F C I CONSTRUCTORS INC IN FRESNO COUNTY IN AND NEAR 2100 GOODYEAR ROAD KINGSBURG AND SELMA FROM ROUTE BENICIA CA 94510 99 AND 201 SEPARATION TO 1.5 KM NORTH OF FLORAL AVENUE UNDERCROSSING FED. AID NO. ACNH-P099(450)E ,ACBH-P099(450)E ,NH-P099(450)E WIDEN AND REHABILITATE FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 1,250.00 02 TIME-RELATED OVERHEAD LS 2160,000.0000 2,160,000.00 0.060 129,600.00 0.216 466,560.00 03 PREPARE STORM WATER POLLUTION LS 9,000.0000 9,000.00 0.750 6,750.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.052 5,200.00 0.358 35,800.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 48,000.00 1.500 6,000.00 06 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.751 18,775.00 S) 07 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.253 88,550.00 S) 08 TYPE II BARRICADE EA 80.0000 1,440.00 0.000 0.00 S) 09 TYPE III BARRICADE EA 150.0000 3,600.00 0.000 0.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 74,500.00 0.000 0.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 35,700.00 20.000 600.00 154.000 4,620.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.253 12,650.00 S) 13 TEMPORARY RAILING (TYPE K) M 29.0000 1,368,800.00 1,151.526 33,394.25 10,309.290 298,969.41 14 TEMPORARY CRASH CUSHION MODULE EA 450.0000 274,500.00 1.000 450.00 150.000 67,500.00 15 ABANDON CULVERT EA 1,500.0000 10,500.00 0.000 0.00 16 REMOVE FENCE (TYPE WM) M 6.0000 9,480.00 0.000 0.00 S) 17 REMOVE FLARED END SECTION EA 325.0000 1,950.00 0.000 0.00 18 REMOVE TRAFFIC STRIPE M 1.6500 168,300.00 4,259.500 7,028.18 6,762.200 11,157.63 S) 19 REMOVE PAINTED PAVEMENT MARKING M2 25.0000 600.00 0.000 0.00 S) 20 REMOVE PAVEMENT MARKER EA 1.0000 16,600.00 1,648.000 1,648.00 9,580.000 9,580.00 S) 21 REMOVE ROADSIDE SIGN EA 100.0000 3,300.00 0.000 0.00 22 REMOVE SIGN STRUCTURE EA 5,000.0000 20,000.00 2.000 10,000.00 2.000 10,000.00 S) PROGRAM CAS145 PAGE 2 DATE 07/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 11:06 AM ESTIMATE NO. 06 BID OPENING 10/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 07/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE DIKE M 6.0000 26,340.00 0.000 0.00 24 REMOVE PIPE M 120.0000 9,840.00 0.000 0.00 25 REMOVE INLET EA 800.0000 20,800.00 0.000 0.00 26 REMOVE DOWNDRAIN EA 220.0000 4,400.00 0.000 0.00 27 REMOVE CONCRETE PAVEMENT M3 120.0000 488,400.00 0.000 0.00 28 GRIND ASPHALT CONCRETE SURFACING M2 9.0000 56,223.00 0.000 0.00 SF) 29 SALVAGE SINGLE THRIE BEAM BARRIER M 22.0000 259,600.00 5,396.000 118,712.00 5,396.000 118,712.00 S) 30 SALVAGE METAL BEAM GUARD RAILING M 20.0000 28,800.00 57.040 1,140.80 57.040 1,140.80 S) 31 RECONSTRUCT THRIE BEAM BARRIER M 70.0000 18,900.00 0.000 0.00 S) 32 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 100,200.00 0.000 0.00 S) 33 RELOCATE CONCRETE BARRIER (TYPE K) M 10.0000 2,700.00 0.000 0.00 34 RELOCATE ROADSIDE SIGN EA 360.0000 3,960.00 0.000 0.00 35 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.2500 371,700.00 0.000 0.00 S) 36 REMOVE CONCRETE CURB AND SIDEWALK M3 230.0000 75,900.00 59.920 13,781.60 37 REMOVE CONCRETE BARRIER (TYPE K) M 3.0000 25,500.00 0.000 0.00 38 CLEAN BRIDGE DECK M2 3.0000 18,741.00 0.000 0.00 39 BRIDGE REMOVAL (PORTION), LOCATION A LS 70,000.0000 70,000.00 0.750 52,500.00 40 BRIDGE REMOVAL (PORTION), LOCATION B LS 65,000.0000 65,000.00 0.750 48,750.00 41 BRIDGE REMOVAL (PORTION), LOCATION C LS 75,000.0000 75,000.00 0.750 56,250.00 42 BRIDGE REMOVAL (PORTION), LOCATION D LS 44,000.0000 44,000.00 0.600 26,400.00 43 BRIDGE REMOVAL (PORTION), LOCATION E LS 28,200.0000 28,200.00 0.600 16,920.00 44 CLEARING AND GRUBBING LS 175,000.0000 175,000.00 0.327 57,225.00 0.580 101,500.00 45 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.147 3,675.00 0.400 10,000.00 46 ROADWAY EXCAVATION M3 34.0000 2,074,000.00 5,266.240 179,052.16 47 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 101,800.00 990.000 99,000.00 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 44,800.00 390.000 27,300.00 544.000 38,080.00 F) PROGRAM CAS145 PAGE 3 DATE 07/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 11:06 AM ESTIMATE NO. 06 BID OPENING 10/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 07/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SAND BACKFILL M3 250.0000 4,750.00 0.000 0.00 51 HIGHWAY PLANTING LS 150,000.0000 150,000.00 0.000 0.00 S) 52 ROCK BLANKET M2 70.0000 52,500.00 0.000 0.00 S) 53 STRAW (EROSION CONTROL) TONN 440.0000 10,560.00 0.000 0.00 S) 54 FIBER (EROSION CONTROL) KG 1.0000 3,570.00 0.000 0.00 S) 55 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 4,000.00 0.000 0.00 S) 56 PURE LIVE SEED (EROSION CONTROL) KG 90.0000 9,900.00 0.000 0.00 S) 57 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 4.0000 3,560.00 0.000 0.00 S) 58 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 3,360.00 0.000 0.00 S) 59 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.000 0.00 S) 60 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 0.000 0.00 S) 61 200 MM WELDED STEEL PIPE CONDUIT M 300.0000 21,900.00 0.000 0.00 S) (6.35 MM THICK) 62 EXTEND 300 MM CONDUIT M 150.0000 18,000.00 0.000 0.00 S) 63 CLASS 2 AGGREGATE BASE M3 94.0000 94,000.00 0.000 0.00 64 AGGREGATE BASE (COLD PLANED MATERIAL) M3 44.0000 103,400.00 0.000 0.00 65 AGGREGATE BASE (APPROACH SLAB) M3 225.0000 19,350.00 0.000 0.00 66 LEAN CONCRETE BASE M3 146.0000 4,102,600.00 0.000 0.00 67 SEAL RANDOM CRACKS LNKM 15,000.0000 21,000.00 0.000 0.00 68 ASPHALT CONCRETE (TYPE A) TONN 96.5000 2,943,250.00 11,800.640 1,138,761.76 69 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 70.0000 8,400.00 0.000 0.00 AREA) 70 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 9.0000 2,880.00 0.000 0.00 71 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 9.0000 810.00 0.000 0.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 9.0000 32,130.00 0.000 0.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 4,200.00 0.000 0.00 74 ASPHALTIC EMULSION (PAINT BINDER) TONN 2,900.0000 124,700.00 0.000 0.00 75 CONCRETE PAVEMENT M3 223.0000 10,235,700.00 0.000 0.00 76 REPLACE CONCRETE PAVEMENT M3 504.0000 1,648,080.00 0.000 0.00 (REGULAR STRENGTH CONCRETE) PROGRAM CAS145 PAGE 4 DATE 07/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 11:06 AM ESTIMATE NO. 06 BID OPENING 10/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 07/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 REPLACE CONCRETE PAVEMENT M3 844.0000 2,869,600.00 491.898 415,161.91 1,485.043 1,253,376.29 (RAPID STRENGTH CONCRETE) 78 SEAL PAVEMENT JOINT M 11.5000 1,368,500.00 0.000 0.00 79 SEAL LONGITUDINAL ISOLATION JOINT M 14.0000 285,600.00 0.000 0.00 80 REPAIR SPALLED JOINTS M2 1,600.0000 110,400.00 0.000 0.00 81 ROUT AND SEAL RANDOM CRACKS M 14.0000 5,040.00 0.000 0.00 82 GRIND EXISTING CONCRETE M2 7.6000 1,520,000.00 39,163.116 297,639.68 S) PAVEMENT 83 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 750.0000 291,000.00 353.080 264,810.00 S) PILING 84 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 750.0000 238,500.00 254.280 190,710.00 S) PILING 85 FURNISH PILING (CLASS 400) M 75.0000 22,875.00 307.500 23,062.50 86 DRIVE PILE (CLASS 400) EA 3,000.0000 84,000.00 28.000 84,000.00 S) 87 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 230.0000 1,110,900.00 1,408.700 324,001.00 S) PILING (BARRIER) 88 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 97,200.00 6.000 3,600.00 157.000 94,200.00 F) 89 STRUCTURAL CONCRETE, BRIDGE M3 1,550.0000 3,247,250.00 416.160 645,048.00 F) 90 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 270,900.00 0.000 0.00 F) (TYPE N) 91 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,050.0000 886,200.00 0.000 0.00 (TYPE R) 92 CLASS 4 CONCRETE (BACKFILL) M3 175.0000 113,750.00 0.000 0.00 93 MINOR CONCRETE (MINOR STRUCTURE) M3 2,100.0000 302,400.00 2.093 4,395.30 F) 94 PAVING NOTCH EXTENSION M3 6,500.0000 117,000.00 0.000 0.00 95 DRILL AND BOND DOWEL M 80.0000 10,000.00 28.850 2,308.00 96 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,200.0000 99,200.00 0.000 0.00 S) GIRDER (10 M - 15 M) 97 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,500.0000 172,500.00 0.000 0.00 S) GIRDER (15 M - 20 M) 98 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,200.0000 92,400.00 0.000 0.00 S) GIRDER (20 M - 25 M) 99 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 105,000.00 0.000 0.00 S) GIRDER (25 M - 30 M) 00 ERECT PRECAST PRESTRESSED CONCRETE EA 5,000.0000 265,000.00 0.000 0.00 S) GIRDER 01 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 230.0000 813,970.00 0.000 0.00 SF) 02 JOINT SEAL (MR 15 MM) M 150.0000 54,000.00 0.000 0.00 S) 03 JOINT SEAL (MR 50 MM) M 330.0000 40,260.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 07/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 11:06 AM ESTIMATE NO. 06 BID OPENING 10/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 07/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 868,337.50 923.350 2,308.38 88,512.260 221,280.65 SF) 05 TREAT BRIDGE DECK M2 2.4000 14,992.80 0.000 0.00 F) 06 FURNISH BRIDGE DECK TREATMENT MATERIAL L 23.0000 57,523.00 0.000 0.00 (LOW ODOR) 07 FURNISH SIGN STRUCTURE (TRUSS) KG 6.8000 1,033,192.00 0.000 0.00 F) 08 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 151,940.00 0.000 0.00 SF) 09 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,250.0000 51,750.00 0.000 0.00 S) PILE (SIGN FOUNDATION) 10 METAL (BARRIER MOUNTED SIGN) EA 1,000.0000 4,000.00 0.000 0.00 11 ROADSIDE SIGN - ONE POST EA 250.0000 2,500.00 0.000 0.00 12 ROADSIDE SIGN - TWO POST EA 500.0000 3,000.00 0.000 0.00 13 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 0.000 0.00 METHOD) 14 INSTALL SIGN PANEL ON EXISTING FRAME M2 170.0000 16,830.00 0.000 0.00 15 INSTALL ROADSIDE SIGN EA 2,500.0000 2,500.00 0.000 0.00 (LAMINATED WOOD BOX POST) 16 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 38,500.00 0.000 0.00 17 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 220,000.00 0.000 0.00 18 300 MM REINFORCED CONCRETE PIPE M 500.0000 1,500.00 0.000 0.00 19 450 MM REINFORCED CONCRETE PIPE M 195.0000 42,900.00 0.000 0.00 (CLASS III, RUBBER GASKET JOINT) 20 600 MM REINFORCED CONCRETE PIPE M 275.0000 4,400.00 0.000 0.00 (CLASS III, RUBBER GASKET JOINT) 21 JACKED 600 MM REINFORCED CONCRETE PIPE M 2,100.0000 140,700.00 0.000 0.00 (CLASS III, RUBBER GASKET JOINT) 22 300 MM CORRUGATED STEEL PIPE M 700.0000 26,600.00 0.000 0.00 (2.01 MM THICK) 23 450 MM CORRUGATED STEEL PIPE M 550.0000 6,050.00 0.000 0.00 (2.01 MM THICK) 24 600 MM CORRUGATED STEEL PIPE M 630.0000 18,270.00 0.000 0.00 (2.01 MM THICK) 25 750 MM CORRUGATED STEEL PIPE M 1,350.0000 4,050.00 0.000 0.00 (2.01 MM THICK) 26 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 365.0000 80,300.00 21.500 7,847.50 (2.01 MM THICK) 27 250 MM CORRUGATED STEEL FLUME DOWNDRAIN M 530.0000 28,090.00 0.000 0.00 28 ENTRANCE TAPER EA 500.0000 4,500.00 0.000 0.00 29 TAPERED INLET EA 500.0000 4,500.00 0.000 0.00 30 ANCHOR ASSEMBLY EA 180.0000 21,600.00 9.000 1,620.00 PROGRAM CAS145 PAGE 6 DATE 07/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 11:06 AM ESTIMATE NO. 06 BID OPENING 10/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 07/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 900 MM CORRUGATED STEEL PIPE INLET M 900.0000 10,800.00 0.000 0.00 (2.01 MM THICK) 32 300 MM CORRUGATED STEEL PIPE RISER M 1,550.0000 6,045.00 0.000 0.00 (2.01 MM THICK) 33 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 0.000 0.00 34 600 MM ALTERNATIVE FLARED END SECTION EA 550.0000 4,950.00 0.000 0.00 35 900 MM PRECAST CONCRETE PIPE INLET M 1,300.0000 7,800.00 0.000 0.00 36 MANHOLE EA 7,500.0000 15,000.00 0.000 0.00 37 ROCK SLOPE PROTECTION M3 475.0000 12,825.00 0.000 0.00 (BACKING NO. 2, METHOD B) 38 SLOPE PAVING (CONCRETE) M3 720.0000 133,200.00 0.000 0.00 F) 39 ROCK SLOPE PROTECTION FABRIC M2 15.0000 2,550.00 0.000 0.00 40 MINOR CONCRETE (MISCELLANEOUS M3 705.0000 267,900.00 0.000 0.00 CONSTRUCTION) 41 MINOR CONCRETE (TEXTURED PAVING) M3 800.0000 248,000.00 0.000 0.00 42 MISCELLANEOUS IRON AND STEEL KG 6.0000 81,006.00 0.000 0.00 SF) 43 MISCELLANEOUS METAL (BRIDGE) KG 40.0000 28,800.00 0.000 0.00 SF) 44 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 4,700.00 0.000 0.00 S) 45 CHAIN LINK FENCE (TYPE CL-2.4) M 54.0000 68,580.00 0.000 0.00 S) 46 SURVEY MONUMENT EA 600.0000 21,000.00 0.000 0.00 47 DELINEATOR (CLASS 1) EA 36.0000 360.00 0.000 0.00 48 OBJECT MARKER (TYPE P) EA 40.0000 40.00 0.000 0.00 49 OBJECT MARKER (TYPE L-1) EA 40.0000 280.00 0.000 0.00 50 METAL BEAM GUARD RAILING (STEEL POST) M 60.0000 5,040.00 0.000 0.00 S) 51 TRANSITION RAILING (TYPE WB) EA 1,500.0000 15,000.00 0.000 0.00 S) 52 END SECTION EA 250.0000 2,000.00 0.000 0.00 S) 53 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 22,000.00 0.000 0.00 S) 54 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,000.0000 8,000.00 0.000 0.00 S) 55 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,000.0000 17,000.00 0.000 0.00 S) 56 CONCRETE BARRIER (TYPE 60) M 135.0000 1,240,650.00 0.000 0.00 57 CONCRETE BARRIER (TYPE 60C) M 610.0000 359,900.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 07/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 11:06 AM ESTIMATE NO. 06 BID OPENING 10/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 07/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER (TYPE 60R) M 450.0000 67,500.00 0.000 0.00 59 CONCRETE BARRIER (TYPE 736) M 270.0000 159,300.00 0.000 0.00 F) 60 CONCRETE BARRIER (TYPE 736SV) M 560.0000 1,747,200.00 0.000 0.00 61 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 62 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 14,800.00 0.000 0.00 S) 63 THERMOPLASTIC TRAFFIC STRIPE M 0.6500 36,530.00 0.000 0.00 S) (SPRAYABLE) 64 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 8,340.00 0.000 0.00 S) 65 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 27,820.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 66 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 53,200.00 21,474.000 8,589.60 46,597.000 18,638.80 S) 67 PAINT PAVEMENT MARKING M2 40.0000 960.00 39.540 1,581.60 S) 68 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 55,600.00 983.000 3,932.00 2,012.000 8,048.00 S) 69 TRAFFIC MONITORING STATION (LOCATION 1) LS 40,000.0000 40,000.00 0.050 2,000.00 0.770 30,800.00 S) 70 TRAFFIC MONITORING STATION (LOCATION 2) LS 50,000.0000 50,000.00 0.685 34,250.00 S) 71 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 0.871 34,840.00 S) 72 MODIFY LIGHTING AND SIGN ILLUMINATION LS 570,000.0000 570,000.00 0.117 66,690.00 0.288 164,160.00 S) 73 MODIFY ROADSIDE WEATHER INFORMATION LS 12,000.0000 12,000.00 0.000 0.00 S) SYSTEM 74 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 75 1524 MM CAST-IN-DRILLED-HOLE M 3,000.0000 360,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 8 DATE 07/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 11:06 AM ESTIMATE NO. 06 BID OPENING 10/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 07/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 898,255.12 6,655,627.68 ADJUSTMENT OF COMPENSATION 0.00 3,874.22 EXTRA WORK 57,411.44 115,148.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 955,666.56 6,774,650.51 76 MOBILIZATION LS 5668,000.0000 5,668,000.00 0.750 4,251,000.00 ORIGINAL CONTRACT AMOUNT 57,672,520.30 TOTAL WORK COMPLETED 955,666.56 11,025,650.51 MATERIALS ON HAND ON SITE 121,224.98 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -10,000.00 TOTAL 965,666.56 11,136,875.49 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 12/13/05 320 12/28/05 04/06/06 07/20/06 69 31 0 40 19% 11% PROGRESS IS SATISFACTORY WOODS, JOHN A RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/06