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 08/06/07 EST. NO.20 TIME 07:54 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 --------------------------------------------------------------------------- 003 0004 2,299.24 E.W. @ F.A.(+) 013107 Y 0426.0 0006 725.00 042607 Y 0558.0 0007-1 -866.25 042607 Y 0635.0 DAO CORRECTING ENTRY 0007-2 787.50 042607 Y 0635.0 DAO CORRECTING ENTRY 0008-1 -1,210.00 041607 Y 0672.0 DAO CORRECTING ENTRY 0008-2 1,100.00 041607 Y 0672.0 DAO CORRECTING ENTRY 0009 725.00 041206 Y 0055.1 010 0052 1,332.25 E.W. @ F.A.(+) 112206 Y 0342.0 4,892.74 TOTAL THIS ESTIMATE 833,857.14 TOTAL PREVIOUS ESTIMATE 838,749.88 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 08/06/07 EST. NO.20 TIME 07:54 AM R.E. NAME: WOODS, JOHN A 06-350704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSUR 10/19/06 -2,400.00 10 LATE CLOSUR 10/20/06 -3,600.00 10 LATE CPM -100,000.00 10 25% RETENTION - CPM -850,000.00 15 LATE CPM 25% -793,525.97 16 LATE CPM 100,000.00 18 LATE CPN 25% 793,525.97 18 0.00 -856,000.00 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 MISS PYRL -10,000.00 08 MISS PYRL -10,000.00 09 MISS PYRL -10,000.00 11 MISSING PYRLS -10,000.00 12 REL #8 10,000.00 12 MISS PYRL -10,000.00 14 RECD PYRL #6, 9 & 11 30,000.00 15 MISS PYRL -10,000.00 16 0.00 -30,000.00 TOTAL DEDUCTIONS 0.00 -886,000.00 PROGRAM CAS145 PAGE 1 DATE 08/06/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 07:54 AM ESTIMATE NO. 20 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 07/20/07 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 08/06/07 LOCATION SUPPLEMENTAL 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 0.750 3,750.00 02 TIME-RELATED OVERHEAD LS 2160,000.0000 2,160,000.00 0.850 1,836,000.00 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 0.890 89,000.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 48,000.00 8.000 32,000.00 06 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.870 21,750.00 S) 07 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.850 297,500.00 S) 08 TYPE II BARRICADE EA 80.0000 1,440.00 10.000 800.00 S) 09 TYPE III BARRICADE EA 150.0000 3,600.00 10.000 1,500.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 74,500.00 15,484.000 77,420.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 35,700.00 1,244.000 37,320.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.850 42,500.00 S) 13 TEMPORARY RAILING (TYPE K) M 29.0000 1,368,800.00 47,162.930 1,367,724.97 14 TEMPORARY CRASH CUSHION MODULE EA 450.0000 274,500.00 552.000 248,400.00 15 ABANDON CULVERT EA 1,500.0000 10,500.00 7.000 10,500.00 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 5.000 1,625.00 18 REMOVE TRAFFIC STRIPE M 1.6500 168,300.00 57,781.900 95,340.14 S) 19 REMOVE PAINTED PAVEMENT MARKING M2 25.0000 600.00 11.700 292.50 S) 20 REMOVE PAVEMENT MARKER EA 1.0000 16,600.00 16,845.000 16,845.00 S) 21 REMOVE ROADSIDE SIGN EA 100.0000 3,300.00 1.000 100.00 22 REMOVE SIGN STRUCTURE EA 5,000.0000 20,000.00 2.000 10,000.00 S) PROGRAM CAS145 PAGE 2 DATE 08/06/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 07:54 AM ESTIMATE NO. 20 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 07/20/07 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 08/06/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,935.400 23,612.40 24 REMOVE PIPE M 120.0000 9,840.00 85.800 10,296.00 25 REMOVE INLET EA 800.0000 20,800.00 24.000 19,200.00 26 REMOVE DOWNDRAIN EA 220.0000 4,400.00 11.000 2,420.00 27 REMOVE CONCRETE PAVEMENT M3 120.0000 488,400.00 3,962.430 475,491.60 28 GRIND ASPHALT CONCRETE SURFACING M2 9.0000 56,223.00 6,247.000 56,223.00 SF) 29 SALVAGE SINGLE THRIE BEAM BARRIER M 22.0000 259,600.00 11,024.000 242,528.00 S) 30 SALVAGE METAL BEAM GUARD RAILING M 20.0000 28,800.00 1,516.270 30,325.40 S) 31 RECONSTRUCT THRIE BEAM BARRIER M 70.0000 18,900.00 266.700 18,669.00 S) 32 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 100,200.00 1,180.440 70,826.40 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 27,710.050 145,477.76 S) 36 REMOVE CONCRETE CURB AND SIDEWALK M3 230.0000 75,900.00 202.940 46,676.20 37 REMOVE CONCRETE BARRIER (TYPE K) M 3.0000 25,500.00 8,499.700 25,499.10 38 CLEAN BRIDGE DECK M2 3.0000 18,741.00 6,247.000 18,741.00 39 BRIDGE REMOVAL (PORTION), LOCATION A LS 70,000.0000 70,000.00 1.000 70,000.00 40 BRIDGE REMOVAL (PORTION), LOCATION B LS 65,000.0000 65,000.00 1.000 65,000.00 41 BRIDGE REMOVAL (PORTION), LOCATION C LS 75,000.0000 75,000.00 1.000 75,000.00 42 BRIDGE REMOVAL (PORTION), LOCATION D LS 44,000.0000 44,000.00 1.000 44,000.00 43 BRIDGE REMOVAL (PORTION), LOCATION E LS 28,200.0000 28,200.00 1.000 28,200.00 44 CLEARING AND GRUBBING LS 175,000.0000 175,000.00 0.940 164,500.00 45 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.925 23,125.00 46 ROADWAY EXCAVATION M3 34.0000 2,074,000.00 61,781.050 2,100,555.70 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 1,018.000 101,800.00 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 44,800.00 605.000 42,350.00 F) PROGRAM CAS145 PAGE 3 DATE 08/06/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 07:54 AM ESTIMATE NO. 20 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 07/20/07 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 08/06/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 18.800 4,700.00 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 79.250 23,775.00 S) (6.35 MM THICK) 62 EXTEND 300 MM CONDUIT M 150.0000 18,000.00 14.000 2,100.00 S) 63 CLASS 2 AGGREGATE BASE M3 94.0000 94,000.00 629.010 59,126.94 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 15.770 3,548.25 66 LEAN CONCRETE BASE M3 146.0000 4,102,600.00 26,565.279 3,878,530.73 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 21,559.720 2,080,512.98 69 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 70.0000 8,400.00 9.410 658.70 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 4.135 11,991.50 75 CONCRETE PAVEMENT M3 223.0000 10,235,700.00 40,450.202 9,020,395.05 76 REPLACE CONCRETE PAVEMENT M3 504.0000 1,648,080.00 1,707.330 860,494.32 (REGULAR STRENGTH CONCRETE) PROGRAM CAS145 PAGE 4 DATE 08/06/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 07:54 AM ESTIMATE NO. 20 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 07/20/07 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 08/06/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,817.829 2,378,247.68 (RAPID STRENGTH CONCRETE) 78 SEAL PAVEMENT JOINT M 11.5000 1,368,500.00 60,244.070 692,806.81 79 SEAL LONGITUDINAL ISOLATION JOINT M 14.0000 285,600.00 18,386.880 257,416.32 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 47,431.016 360,475.72 S) PAVEMENT 83 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 750.0000 291,000.00 408.650 306,487.50 S) PILING 84 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 750.0000 238,500.00 328.230 246,172.50 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 4,828.600 1,110,578.00 S) PILING (BARRIER) 88 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 97,200.00 162.000 97,200.00 F) 89 STRUCTURAL CONCRETE, BRIDGE M3 1,550.0000 3,247,250.00 2,000.320 3,100,496.00 F) 90 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 270,900.00 301.000 270,900.00 F) (TYPE N) 91 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,050.0000 886,200.00 358.040 375,942.00 (TYPE R) 92 CLASS 4 CONCRETE (BACKFILL) M3 175.0000 113,750.00 772.430 135,175.25 93 MINOR CONCRETE (MINOR STRUCTURE) M3 2,100.0000 302,400.00 126.408 265,456.80 F) 94 PAVING NOTCH EXTENSION M3 6,500.0000 117,000.00 7.249 47,118.50 95 DRILL AND BOND DOWEL M 80.0000 10,000.00 180.910 14,472.80 96 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,200.0000 99,200.00 16.000 99,200.00 S) GIRDER (10 M - 15 M) 97 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,500.0000 172,500.00 23.000 172,500.00 S) GIRDER (15 M - 20 M) 98 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,200.0000 92,400.00 6.000 79,200.00 S) GIRDER (20 M - 25 M) 99 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 105,000.00 6.000 90,000.00 S) GIRDER (25 M - 30 M) 00 ERECT PRECAST PRESTRESSED CONCRETE EA 5,000.0000 265,000.00 51.000 255,000.00 S) GIRDER 01 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 230.0000 813,970.00 893.630 205,534.90 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 08/06/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 07:54 AM ESTIMATE NO. 20 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 07/20/07 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 08/06/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 868,337.50 319,351.740 798,379.35 SF) 05 TREAT BRIDGE DECK M2 2.4000 14,992.80 6,247.000 14,992.80 F) 06 FURNISH BRIDGE DECK TREATMENT MATERIAL L 23.0000 57,523.00 2,907.000 66,861.00 (LOW ODOR) 07 FURNISH SIGN STRUCTURE (TRUSS) KG 6.8000 1,033,192.00 16,627.000 113,063.60 F) 08 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 151,940.00 16,627.000 16,627.00 SF) 09 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,250.0000 51,750.00 22.900 51,525.00 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 38,500.00 214.050 37,458.75 17 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 220,000.00 840.000 210,000.00 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 42,900.00 209.000 40,755.00 (CLASS III, RUBBER GASKET JOINT) 20 600 MM REINFORCED CONCRETE PIPE M 275.0000 4,400.00 15.200 4,180.00 (CLASS III, RUBBER GASKET JOINT) 21 JACKED 600 MM REINFORCED CONCRETE PIPE M 2,100.0000 140,700.00 64.861 136,208.10 (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 10.700 5,885.00 (2.01 MM THICK) 24 600 MM CORRUGATED STEEL PIPE M 630.0000 18,270.00 29.600 18,648.00 (2.01 MM THICK) 25 750 MM CORRUGATED STEEL PIPE M 1,350.0000 4,050.00 2.400 3,240.00 (2.01 MM THICK) 26 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 365.0000 80,300.00 177.000 64,605.00 (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 63.000 11,340.00 PROGRAM CAS145 PAGE 6 DATE 08/06/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 07:54 AM ESTIMATE NO. 20 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 07/20/07 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 08/06/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 13.100 11,790.00 (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 3.000 1,500.00 34 600 MM ALTERNATIVE FLARED END SECTION EA 550.0000 4,950.00 5.000 2,750.00 35 900 MM PRECAST CONCRETE PIPE INLET M 1,300.0000 7,800.00 3.000 3,900.00 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 133,200.00 161.120 116,006.40 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 91.302 64,367.91 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 11,538.000 69,228.00 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 9,236.066 1,246,868.91 57 CONCRETE BARRIER (TYPE 60C) M 610.0000 359,900.00 587.700 358,497.00 PROGRAM CAS145 PAGE 7 DATE 08/06/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 07:54 AM ESTIMATE NO. 20 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 07/20/07 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 08/06/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 67,500.00 188.120 84,654.00 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 2,416.064 1,352,995.84 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 53,200.00 137,065.000 54,826.00 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 8,085.000 32,340.00 S) 69 TRAFFIC MONITORING STATION (LOCATION 1) LS 40,000.0000 40,000.00 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 0.546 311,220.00 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 91.900 275,700.00 S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 8 DATE 08/06/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-350704 TIME 07:54 AM ESTIMATE NO. 20 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 07/20/07 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 08/06/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 40,402,795.18 ADJUSTMENT OF COMPENSATION 0.00 273,381.36 EXTRA WORK 4,892.74 565,368.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,892.74 41,241,545.06 76 MOBILIZATION LS 5668,000.0000 5,668,000.00 1.000 5,668,000.00 ORIGINAL CONTRACT AMOUNT 57,672,520.30 TOTAL WORK COMPLETED 4,892.74 46,909,545.06 MATERIALS ON HAND ON SITE 920,128.40 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -886,000.00 TOTAL 4,892.74 46,943,673.46 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 10/15/07 272 118 10 0 79% 100% PROGRESS UNSATISFACTORY WOODS, JOHN A RESIDENT ENGINEER PROGRAM CAS145 DATE 08/06/07