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 11/27/06 EST. NO.06 TIME 08:39 AM R.E. NAME: BLUM,ALFRED 10-300164 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 016 0001 2,441.00 E.W. @ L.S.(+) 071206 N 001 0 2,441.00 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 2,441.00 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 11/27/06 EST. NO.06 TIME 08:39 AM R.E. NAME: BLUM,ALFRED 10-300164 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LO ODULUS OF RUPT. -534.60 04 SE $ CV OUT OF CO P -626.98 04 SWPPP OUT OF COMP -250,000.00 05 PROFILOG OF COMP -75,000.00 06 SWEPPP 210,000.00 06 135,000.00 -116,161.58 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 05 MISSING PAYROLLS -10,000.00 06 -10,000.00 -20,000.00 TOTAL DEDUCTIONS 125,000.00 -136,161.58 PROGRAM CAS145 PAGE 1 DATE 11/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:39 AM ESTIMATE NO. 06 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: BLUM,ALFRED DATE OF THIS ESTIMATE 11/27/06 LOCATION RERUN PROGRESS ESTIMATE 10-SJ-205-R3.0/R13.6 ----------------------- OC JONES/CC MEYERS JV IN SAN JOAQUIN COUNTY IN AND NEAR 1520 FOURTH STREET TRACY AT VARIOUS LOCATIONS BERKELEY,CA 94710 FED. AID NO. ACNH-X077(14)N ,I-X077(14)N WIDEN FREEWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.250 1,000.00 02 TIME-RELATED OVERHEAD WDAY 3,300.0000 2,524,500.00 16.000 52,800.00 126.000 415,800.00 03 TEMPORARY FENCE (TYPE ESA) M 13.0000 5,590.00 0.000 0.00 S) 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 200,000.0000 200,000.00 0.025 5,000.00 0.075 15,000.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,500.0000 72,000.00 1.000 4,500.00 07 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.010 250.00 0.240 6,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.060 24,000.00 0.350 140,000.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 6,800.00 16.000 320.00 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4000 48,000.00 50,740.000 20,296.00 62,080.000 24,832.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 8,000.00 8.000 400.00 65.000 3,250.00 S) 12 TEMPORARY PAVEMENT MARKER EA 3.2500 74,750.00 7,753.000 25,197.25 9,533.000 30,982.25 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 35,000.0000 35,000.00 0.060 2,100.00 0.350 12,250.00 S) 14 PORTABLE RADAR TRAILER EA 15,000.0000 30,000.00 0.100 1,500.00 1.030 15,450.00 S) 15 TEMPORARY RAILING (TYPE K) M 21.0000 1,138,200.00 542.300 11,388.30 6,249.000 131,229.00 S) 16 TEMPORARY CRASH CUSHION MODULE EA 175.0000 94,500.00 21.000 3,675.00 283.000 49,525.00 S) 17 TEMPORARY TRAFFIC SCREEN M 5.5000 403,700.00 1,976.000 10,868.00 S) 18 REMOVE METAL BEAM GUARD RAILING M 25.0000 45,000.00 -35.000 -875.00 1,035.000 25,875.00 S) 19 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 118,800.00 121.000 363.00 S) STRIPE 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 114,000.00 1,741.000 3,482.00 3,670.000 7,340.00 S) 21 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 8,750.00 15.600 390.00 S) 22 REMOVE PAVEMENT MARKER EA 1.0000 24,200.00 76.000 76.00 7,690.000 7,690.00 S) PROGRAM CAS145 PAGE 2 DATE 11/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:39 AM ESTIMATE NO. 06 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: BLUM,ALFRED DATE OF THIS ESTIMATE 11/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 150.0000 3,300.00 0.000 0.00 24 REMOVE ASPHALT CONCRETE DIKE M 2.5000 46,250.00 1,123.000 2,807.50 25 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 90,000.00 -205.090 -12,305.40 0.810 48.60 S) (STEEL POST) 26 RECONSTRUCT TERMINAL SYSTEM EA 1,700.0000 23,800.00 0.000 0.00 S) (TYPE ET) 27 RECONSTRUCT TERMINAL SYSTEM EA 1,500.0000 9,000.00 0.000 0.00 S) (TYPE SRT) 28 RESET ROADSIDE SIGN EA 400.0000 400.00 0.000 0.00 29 RELOCATE CONCRETE BARRIER (TYPE K) M 21.0000 405,300.00 328.800 6,904.80 30 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 5.000 1,000.00 31 ADJUST INLET EA 1,600.0000 123,200.00 0.000 0.00 32 ADJUST PIPE INLET TO GRADE EA 750.0000 39,750.00 0.000 0.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 89,000.00 951.000 9,510.00 S) 34 REMOVE CONCRETE M3 45.0000 16,200.00 360.000 16,200.00 35 REMOVE CONCRETE BARRIER M 1.0000 10,900.00 0.000 0.00 36 PREPARE CONCRETE BRIDGE DECK SURFACE M2 5.5000 110,836.00 0.000 0.00 37 REMOVE CRASH CUSHION EA 170.0000 3,910.00 2.000 340.00 S) 38 BRIDGE REMOVAL (PORTION), LOCATION A LS 70,000.0000 70,000.00 0.000 0.00 39 BRIDGE REMOVAL (PORTION), LOCATION B LS 70,000.0000 70,000.00 0.050 3,500.00 40 BRIDGE REMOVAL (PORTION), LOCATION C LS 30,000.0000 30,000.00 0.050 1,500.00 41 BRIDGE REMOVAL (PORTION), LOCATION D LS 30,000.0000 30,000.00 0.500 15,000.00 42 BRIDGE REMOVAL (PORTION), LOCATION E LS 50,000.0000 50,000.00 0.000 0.00 43 BRIDGE REMOVAL (PORTION), LOCATION F LS 30,000.0000 30,000.00 0.500 15,000.00 44 BRIDGE REMOVAL (PORTION), LOCATION G LS 15,000.0000 15,000.00 0.050 750.00 45 BRIDGE REMOVAL (PORTION), LOCATION H LS 40,000.0000 40,000.00 0.000 0.00 46 BRIDGE REMOVAL (PORTION), LOCATION I LS 60,000.0000 60,000.00 0.050 3,000.00 47 BRIDGE REMOVAL (PORTION), LOCATION J LS 50,000.0000 50,000.00 0.000 0.00 48 BRIDGE REMOVAL (PORTION), LOCATION K LS 35,000.0000 35,000.00 0.000 0.00 49 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.100 1,000.00 PROGRAM CAS145 PAGE 3 DATE 11/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:39 AM ESTIMATE NO. 06 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: BLUM,ALFRED DATE OF THIS ESTIMATE 11/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DEVELOP WATER SUPPLY LS 75,000.0000 75,000.00 0.800 60,000.00 51 ROADWAY EXCAVATION M3 15.0000 2,685,000.00 5,002.200 75,033.00 52 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 0.500 3,750.00 53 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 237,360.00 494.000 39,520.00 F) 54 STRUCTURE EXCAVATION (TYPE A) M3 350.0000 179,550.00 0.000 0.00 F) 55 STRUCTURE EXCAVATION (TYPE D) M3 3,000.0000 6,000.00 0.000 0.00 F) 56 STRUCTURE EXCAVATION (CRASH WALL) M3 150.0000 206,550.00 0.000 0.00 F) 57 STRUCTURE EXCAVATION (RETAINING WALL) M3 70.0000 32,550.00 0.000 0.00 F) 58 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 197,640.00 0.000 0.00 F) 59 STRUCTURE BACKFILL (CRASH WALL) M3 75.0000 60,600.00 0.000 0.00 F) 60 STRUCTURE BACKFILL (RETAINING WALL) M3 200.0000 4,400.00 0.000 0.00 F) 61 LEAN CONCRETE BACKFILL M3 1,200.0000 2,400.00 0.000 0.00 F) 62 IMPORTED MATERIAL (SHOULDER BACKING) TONN 43.0000 189,200.00 0.000 0.00 63 HIGHWAY PLANTING LS 2,300.0000 2,300.00 0.000 0.00 S) 64 STRAW (EROSION CONTROL) TONN 500.0000 39,500.00 1.840 920.00 1.840 920.00 S) 65 FIBER (EROSION CONTROL) KG 1.0000 23,800.00 552.000 552.00 552.000 552.00 S) 66 COMPOST (EROSION CONTROL) M3 110.0000 152,900.00 32.200 3,542.00 32.200 3,542.00 S) 67 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 1.000 1,000.00 1.000 1,000.00 S) 68 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 56,000.00 12.880 1,288.00 12.880 1,288.00 S) 69 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 2,772.00 92.000 64.40 92.000 64.40 S) 70 STABILIZING EMULSION (EROSION CONTROL) KG 5.5000 16,335.00 69.000 379.50 69.000 379.50 S) 71 PLANT (GROUP W) EA 16.0000 2,160.00 0.000 0.00 S) 72 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 S) 73 IRRIGATION SYSTEM LS 1,500.0000 1,500.00 0.000 0.00 S) 74 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 162,600.00 0.000 0.00 S) 75 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.000 0.00 76 CLASS 2 AGGREGATE BASE M3 40.0000 7,320,000.00 2,684.600 107,384.00 PROGRAM CAS145 PAGE 4 DATE 11/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:39 AM ESTIMATE NO. 06 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: BLUM,ALFRED DATE OF THIS ESTIMATE 11/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 AGGREGATE BASE (APPROACH SLAB) M3 180.0000 37,980.00 0.000 0.00 78 SEAL RANDOM CRACKS LNKM 4,500.0000 19,350.00 0.000 0.00 79 REPLACE ASPHALT CONCRETE SURFACING M3 570.0000 114,000.00 103.010 58,715.70 80 ASPHALT CONCRETE (TYPE A) TONN 75.0000 363,750.00 4,321.000 324,075.00 81 ASPHALT CONCRETE (TYPE B) TONN 69.0000 13,386,000.00 10,867.990 749,891.31 37,438.100 2,583,228.90 82 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 107.0000 3,424,000.00 0.000 0.00 83 PAVING ASPHALT (BINDER-PAVEMENT TONN 100.0000 31,000.00 0.000 0.00 REINFORCING FABRIC) 84 PAVEMENT REINFORCING FABRIC M2 1.2000 318,000.00 67,059.000 80,470.80 117,110.000 140,532.00 85 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 55.0000 31,350.00 0.000 0.00 AREA) 86 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.5000 1,935.00 0.000 0.00 87 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.5000 73,800.00 0.000 0.00 88 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.5000 4,140.00 0.000 0.00 89 SHOULDER RUMBLE STRIP M 0.6000 36,180.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 90 ASPHALTIC EMULSION (PAINT BINDER) TONN 650.0000 442,000.00 15.000 9,750.00 91 REPLACE CONCRETE PAVEMENT M3 880.0000 3,282,400.00 703.300 618,904.00 (RAPID STRENGTH CONCRETE) 92 CRACK EXISTING CONCRETE PAVEMENT M2 0.9000 201,600.00 105,827.000 95,244.30 93 PAVEMENT TRANSITION TAPER M2 12.0000 36,360.00 4,820.000 57,840.00 4,928.000 59,136.00 94 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 109,000.00 0.000 0.00 S) PILING (CRASH WALL) 95 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 135.0000 6,750.00 0.000 0.00 S) PILING 96 FURNISH PILING (MODIFIED) (CLASS 900) M 200.0000 125,400.00 0.000 0.00 (PP406 X 15.9) 97 DRIVE PILE (MODIFIED) (CLASS 900) EA 2,500.0000 80,000.00 0.000 0.00 S) (PP406 X 15.9) 98 FURNISH PILING (CLASS 625C) M 50.0000 318,300.00 276.400 13,820.00 (ALTERNATIVE X) 99 DRIVE PILE (CLASS 625C) EA 1,200.0000 560,400.00 16.000 19,200.00 S) (ALTERNATIVE X) 00 FURNISH PILING (CLASS 400C) M 75.0000 117,525.00 1,066.100 79,957.50 (ALTERNATIVE X) 01 DRIVE PILE (CLASS 400C) EA 1,200.0000 129,600.00 80.000 96,000.00 S) (ALTERNATIVE X) 02 FURNISH PILING (MODIFIED) (CLASS 625) M 270.0000 1,175,580.00 0.000 0.00 (PP360 X 15.9) 03 DRIVE PILE (MODIFIED) (CLASS 625) EA 1,200.0000 348,000.00 0.000 0.00 S) (PP360 X 15.9) PROGRAM CAS145 PAGE 5 DATE 11/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:39 AM ESTIMATE NO. 06 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: BLUM,ALFRED DATE OF THIS ESTIMATE 11/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH PILING (MODIFIED) (CLASS 400) M 150.0000 81,300.00 0.000 0.00 (PP360 X 12.7) 05 DRIVE PILE (MODIFIED) (CLASS 400) EA 2,200.0000 70,400.00 0.000 0.00 S) (PP360 X 12.7) 06 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 120.0000 643,200.00 154.400 18,528.00 583.400 70,008.00 S) PILING (SOUND WALL) 07 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 400.0000 228,000.00 0.000 0.00 PILING (460 MM) 08 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 7,000.0000 189,000.00 0.000 0.00 S) PILE (460 MM) 09 TIEBACK ANCHOR EA 1,800.0000 151,200.00 0.000 0.00 10 SEAL COURSE CONCRETE M3 200.0000 26,800.00 0.000 0.00 11 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 425.0000 322,150.00 31.000 13,175.00 F) 12 STRUCTURAL CONCRETE, BRIDGE M3 985.0000 5,555,400.00 204.000 200,940.00 255.780 251,943.30 F) 13 STRUCTURAL CONCRETE, CRASH WALL M3 550.0000 280,500.00 0.000 0.00 F) 14 STRUCTURAL CONCRETE, RETAINING WALL M3 1,000.0000 150,000.00 0.000 0.00 F) 15 STRUCTURAL CONCRETE, CRASH WALL M3 350.0000 143,150.00 0.000 0.00 F) FOOTING 16 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 517,600.00 0.000 0.00 F) (TYPE N) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,050.0000 1,491,000.00 0.000 0.00 F) (TYPE R) 18 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 95,900.00 0.000 0.00 SF) 19 JACKING SUPERSTRUCTURE LS 500,000.0000 500,000.00 0.000 0.00 20 CLASS 1 CONCRETE (BOX CULVERT) M3 750.0000 55,500.00 66.600 49,950.00 F) 21 MINOR CONCRETE (MINOR STRUCTURE) M3 2,800.0000 19,600.00 0.000 0.00 F) 22 PAVING NOTCH EXTENSION M3 5,500.0000 247,500.00 0.000 0.00 23 RIPPED TEXTURE (REINFORCING BAR) M2 170.0000 75,650.00 0.000 0.00 F) 24 DRILL AND BOND DOWEL M 90.0000 31,680.00 116.000 10,440.00 25 CLEAN EXPANSION JOINT M 50.0000 17,200.00 0.000 0.00 26 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,000.0000 120,000.00 0.000 0.00 GIRDER (10 M - 15 M) 27 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,500.0000 45,000.00 0.000 0.00 GIRDER (20 M - 25 M) 28 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 114,000.00 0.000 0.00 GIRDER (25 M - 30 M) 29 ERECT PRECAST PRESTRESSED CONCRETE EA 1,500.0000 63,000.00 0.000 0.00 S) GIRDER 30 FURNISH POLYESTER CONCRETE OVERLAY M3 2,200.0000 1,698,400.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 11/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:39 AM ESTIMATE NO. 06 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: BLUM,ALFRED DATE OF THIS ESTIMATE 11/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PLACE POLYESTER CONCRETE OVERLAY M2 60.0000 1,218,720.00 0.000 0.00 F) 32 SOUND WALL (MASONRY BLOCK) M2 220.0000 1,311,200.00 0.000 0.00 SF) 33 JOINT SEAL (TYPE AL) M 100.0000 1,200.00 0.000 0.00 S) 34 JOINT SEAL (MR 30 MM) M 110.0000 75,350.00 0.000 0.00 S) 35 JOINT SEAL (MR 15 MM) M 100.0000 18,900.00 0.000 0.00 S) 36 JOINT SEAL (MR 50 MM) M 180.0000 46,980.00 0.000 0.00 S) 37 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 2,388,267.00 41,900.970 87,992.04 SF) 38 BAR REINFORCING STEEL (RETAINING WALL) KG 1.9000 53,832.70 0.000 0.00 SF) 39 BAR REINFORCING STEEL (CRASH WALL) KG 2.1000 178,172.40 0.000 0.00 SF) 40 BAR REINFORCING STEEL (BOX CULVERT) KG 1.7500 1,988.00 1,136.000 1,988.00 SF) 41 HEADED BAR REINFORCEMENT EA 10.0000 160.00 0.000 0.00 S) 42 SHOTCRETE M3 625.0000 112,500.00 0.000 0.00 SF) 43 ASPHALT MEMBRANE WATERPROOFING M2 125.0000 13,125.00 0.000 0.00 44 COLUMN CASING KG 12.0000 1,057,320.00 0.000 0.00 SF) 45 FURNISH STRUCTURAL STEEL (BRIDGE) KG 3.7500 1,212,450.00 0.000 0.00 F) 46 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.8500 274,822.00 0.000 0.00 SF) 47 FURNISH SIGN STRUCTURE (TRUSS) KG 11.6000 521,188.00 0.000 0.00 F) 48 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 44,930.00 0.000 0.00 SF) 49 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 4,240.0000 330,720.00 11.000 46,640.00 S) PILE (SIGN FOUNDATION) 50 ROADSIDE SIGN - ONE POST EA 325.0000 6,825.00 0.000 0.00 51 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 270.00 0.000 0.00 METHOD) 52 INSTALL SIGN OVERLAY EA 500.0000 2,000.00 0.000 0.00 53 INSTALL SIGN PANEL ON EXISTING FRAME M2 160.0000 6,240.00 0.000 0.00 54 CLEAN AND PAINT STEEL PILING LS 65,000.0000 65,000.00 0.000 0.00 S) 55 CLEAN AND PAINT STRUCTURAL STEEL LS 180,000.0000 180,000.00 0.000 0.00 S) 56 300 MM CORRUGATED STEEL PIPE M 200.0000 30,000.00 0.000 0.00 (2.01 MM THICK) 57 50 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 300.0000 6,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 11/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:39 AM ESTIMATE NO. 06 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: BLUM,ALFRED DATE OF THIS ESTIMATE 11/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 150 MM WELDED STEEL PIPE CASING M 250.0000 11,000.00 0.000 0.00 (BRIDGE) 59 300 MM STEEL FLARED END SECTION EA 600.0000 5,400.00 0.000 0.00 60 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 800.0000 9,600.00 0.000 0.00 61 CONCRETE (SLOPE PROTECTION) (PORTION) M3 1,300.0000 13,000.00 0.000 0.00 F) 62 ROCK SLOPE PROTECTION FABRIC M2 20.0000 920.00 0.000 0.00 63 MINOR CONCRETE (GUTTER) M3 2,000.0000 14,000.00 0.000 0.00 F) 64 MISCELLANEOUS IRON AND STEEL KG 3.0000 3,996.00 0.000 0.00 SF) 65 MISCELLANEOUS METAL KG 20.0000 35,900.00 0.000 0.00 SF)(RESTRAINER - PIPE TYPE) 66 MISCELLANEOUS METAL KG 18.0000 150,750.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 67 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 114,135.00 0.000 0.00 SF) 68 DELINEATOR (CLASS 1) EA 30.0000 4,200.00 0.000 0.00 69 GUARD RAILING DELINEATOR EA 20.0000 2,400.00 0.000 0.00 70 OBJECT MARKER (TYPE L) EA 30.0000 1,140.00 0.000 0.00 71 METAL BEAM GUARD RAILING (STEEL POST) M 100.0000 18,000.00 0.000 0.00 S) 72 TRANSITION RAILING (TYPE WB) EA 3,000.0000 63,000.00 0.000 0.00 S) 73 CHAIN LINK RAILING (TYPE 2) M 290.0000 30,450.00 0.000 0.00 SF) 74 CHAIN LINK RAILING (TYPE 7) M 133.0000 18,354.00 0.000 0.00 SF) 75 SINGLE THRIE BEAM BARRIER (STEEL POST) M 75.0000 149,250.00 0.000 0.00 S) 76 TRANSITION RAILING (TYPE STB) EA 3,000.0000 60,000.00 0.000 0.00 S) 77 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 110.0000 1,573,000.00 0.000 0.00 S) 78 CABLE RAILING M 70.0000 5,320.00 0.000 0.00 SF) 79 RETURN SECTION (THRIE BEAM BARRIER) EA 300.0000 300.00 0.000 0.00 S) 80 TERMINAL CONNECTOR (THRIE BEAM BARRIER) EA 200.0000 200.00 0.000 0.00 S) 81 END SECTION EA 250.0000 1,250.00 0.000 0.00 S) 82 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 15,000.00 0.000 0.00 S) 83 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,800.0000 1,800.00 0.000 0.00 S) 84 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 24,200.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 11/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:39 AM ESTIMATE NO. 06 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: BLUM,ALFRED DATE OF THIS ESTIMATE 11/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CRASH CUSHION, SAND FILLED (ARRAY B14) EA 5,000.0000 5,000.00 0.000 0.00 S) 86 CONCRETE BARRIER (TYPE 60R) M 520.0000 41,080.00 0.000 0.00 F) 87 CONCRETE BARRIER (TYPE 732 MODIFIED) M 400.0000 77,200.00 0.000 0.00 F) 88 CONCRETE BARRIER (TYPE 732) M 230.0000 396,520.00 0.000 0.00 F) 89 CONCRETE BARRIER (TYPE 736 MODIFIED) M 425.0000 70,550.00 0.000 0.00 F) 90 CONCRETE BARRIER (TYPE 736SV) M 450.0000 727,200.00 0.000 0.00 91 THERMOPLASTIC PAVEMENT MARKING M2 65.0000 14,950.00 0.000 0.00 S) 92 THERMOPLASTIC TRAFFIC STRIPE M 1.3500 109,620.00 0.000 0.00 S) (SPRAYABLE) 93 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 40,000.00 0.000 0.00 S) 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 30,100.00 0.000 0.00 S) 95 LIGHTING (TEMPORARY) LS 30,000.0000 30,000.00 0.600 18,000.00 S) 96 SIGN ILLUMINATION LS 60,000.0000 60,000.00 0.000 0.00 S) 97 MODIFY SIGN ILLUMINATION LS 5,000.0000 5,000.00 0.000 0.00 S) 98 COMMUNICATION CONDUIT (BRIDGE) M 40.0000 68,960.00 0.000 0.00 S) 99 SPRINKLER CONTROL CONDUIT (BRIDGE) M 8.0000 7,288.00 0.000 0.00 S) 00 MODIFY TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 0.000 0.00 S) 01 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 200,000.0000 200,000.00 0.000 0.00 S) 02 MODIFY SIGNAL LS 50,000.0000 50,000.00 0.000 0.00 S) 03 MODIFY LIGHTING LS 200,000.0000 200,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 11/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:39 AM ESTIMATE NO. 06 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: BLUM,ALFRED DATE OF THIS ESTIMATE 11/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,252,400.16 5,925,107.79 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,441.00 2,441.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,254,841.16 5,927,548.79 04 MOBILIZATION LS 5950,000.0000 5,950,000.00 0.500 2,975,000.00 ORIGINAL CONTRACT AMOUNT 75,976,376.10 TOTAL WORK COMPLETED 1,254,841.16 8,902,548.79 MATERIALS ON HAND ON SITE 283,855.20 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 125,000.00 -136,161.58 TOTAL 1,379,841.16 9,050,242.41 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 04/12/06 1015 05/15/06 04/27/06 06/16/10 127 16 0 0 12% 17% PROGRESS IS SATISFACTORY DAYS BLUM,ALFRED RESIDENT ENGINEER PROGRAM CAS145 DATE 11/27/06