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 07/21/09 EST. NO.03 TIME 08:44 AM R.E. NAME: SENG TA 04-1706U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 07/21/09 EST. NO.03 TIME 08:44 AM R.E. NAME: SENG TA 04-1706U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 08:44 AM ESTIMATE NO. 03 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SENG TA DATE OF THIS ESTIMATE 07/21/09 LOCATION PROGRESS ESTIMATE 04-ALA-880-30.1/31.1 ----------------- MCM CONSTRUCTION, INC IN ALAMEDA COUNTY IN OAKLAND ON 450 BURMA RD. ROUTE 880 FROM 0.8 KM NORTH OF 16TH OAKLAND, CA 94607 AVENUE OVERCROSSING TO OAK MADISON STREET UNDERCROSSING FED. AID NO. ACBR-880-1(59)E ,IM-880-1(59)E ,ACIM-880-1(59)E 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 25,000.0000 25,000.00 0.000 0.00 02 TIME-RELATED OVERHEAD LS 5300,000.0000 5,300,000.00 0.017 90,100.00 0.021 111,300.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 62,500.00 0.000 0.00 S) 04 TEMPORARY FENCE (TYPE ESA) M 15.0000 6,900.00 140.000 2,100.00 05 TEMPORARY SUPPORT LS 150,000.0000 150,000.00 0.000 0.00 06 TEMPORARY INLET CAP EA 300.0000 8,400.00 0.000 0.00 07 TEMPORARY TIMBER BULKHEAD EA 300.0000 1,800.00 0.000 0.00 08 TEMPORARY 300 MM SLOTTED CORRUGATED M 320.0000 83,200.00 0.000 0.00 STEEL PIPE 09 TEMPORARY 300 MM ALTERNATIVE PIPE M 220.0000 26,400.00 0.000 0.00 CULVERT (TYPE A) 10 TEMPORARY 450 MM ALTERNATIVE PIPE M 220.0000 30,800.00 0.000 0.00 CULVERT (TYPE B) 11 TEMPORARY 600 MM ALTERNATIVE PIPE M 325.0000 4,550.00 0.000 0.00 CULVERT (TYPE B) 12 SITE HEALTH AND SAFETY PLAN LS 20,000.0000 20,000.00 0.500 10,000.00 S) 13 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 0.000 0.00 14 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.000 0.00 PREVENTION PLAN 15 DEWATERING AND NON-STORM WATER DISCHARGE LS 150,000.0000 150,000.00 0.000 0.00 CONTROL 16 BIOLOGICAL MONITOR LS 100,000.0000 100,000.00 0.000 0.00 17 TEMPORARY SILT FENCE M 13.0000 15,600.00 56.000 728.00 18 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 10,000.00 0.000 0.00 19 TEMPORARY COVER M2 4.0000 18,000.00 0.000 0.00 20 MOVE-IN/MOVE-OUT EA 700.0000 9,100.00 0.000 0.00 S) (TEMPORARY EROSION CONTROL) 21 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 28,000.00 0.000 0.00 22 TEMPORARY HYDRAULIC MULCH M2 1.0000 20,000.00 0.000 0.00 S) (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 08:44 AM ESTIMATE NO. 03 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SENG TA DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STREET SWEEPING LS 45,000.0000 45,000.00 0.000 0.00 24 TEMPORARY CONCRETE WASHOUT (PORTABLE) EA 300.0000 30,000.00 1.000 300.00 1.000 300.00 25 TEMPORARY DRAINAGE INLET EA 1,500.0000 27,000.00 0.000 0.00 26 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.300 12,000.00 S) 27 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.020 4,000.00 0.040 8,000.00 S) 28 TYPE II BARRICADE EA 100.0000 5,900.00 0.000 0.00 S) 29 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 61,000.00 0.000 0.00 S) 30 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 2,250.00 0.000 0.00 S) 31 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 15,200.00 8.000 320.00 56.000 2,240.00 S) 32 TEMPORARY PAVEMENT MARKER EA 4.0000 24,080.00 3,722.000 14,888.00 S) 33 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.000 0.00 S) 34 TEMPORARY RAILING (TYPE K) M 60.0000 732,000.00 1,249.000 74,940.00 3,413.000 204,780.00 35 TEMPORARY CRASH CUSHION MODULE EA 250.0000 60,000.00 63.000 15,750.00 S) 36 TEMPORARY CRASH CUSHION (ADIEM) EA 10,000.0000 10,000.00 0.000 0.00 S) 37 TEMPORARY TRAFFIC SCREEN M 10.0000 95,600.00 2,018.000 20,180.00 S) 38 ABANDON CULVERT EA 425.0000 4,250.00 0.000 0.00 39 ABANDON INLET EA 500.0000 2,500.00 0.000 0.00 40 REMOVE CHAIN LINK FENCE M 11.0000 37,510.00 0.000 0.00 41 REMOVE METAL BEAM GUARD RAILING M 50.0000 13,000.00 0.000 0.00 S) 42 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 18,580.00 0.000 0.00 S) 43 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 10,300.00 4,348.700 8,697.40 S) STRIPE 44 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 19,880.00 0.000 0.00 S) 45 REMOVE PAINTED PAVEMENT MARKING M2 20.0000 1,280.00 0.000 0.00 S) 46 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 15,750.00 8,448.700 12,673.05 S) 47 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 1,175.00 0.000 0.00 S) 48 REMOVE PAVEMENT MARKER EA 1.0000 14,000.00 4,985.000 4,985.00 S) 49 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 3,000.00 3.000 450.00 PROGRAM CAS145 PAGE 3 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 08:44 AM ESTIMATE NO. 03 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SENG TA DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE ROADSIDE SIGN (METAL POST) EA 200.0000 400.00 0.000 0.00 51 REMOVE ROADSIDE SIGN EA 200.0000 600.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 52 REMOVE SIGN STRUCTURE EA 4,000.0000 16,000.00 0.000 0.00 S) 53 REMOVE ASPHALT CONCRETE DIKE M 12.0000 900.00 0.000 0.00 54 REMOVE CULVERT M 100.0000 106,000.00 55.800 5,580.00 55.800 5,580.00 55 REMOVE INLET EA 265.0000 12,190.00 6.000 1,590.00 6.000 1,590.00 56 REMOVE RETAINING WALL M 105.0000 7,875.00 0.000 0.00 57 REMOVE CONCRETE PAVEMENT M3 33.0000 40,260.00 0.000 0.00 58 REMOVE BASE AND SURFACING M3 27.0000 18,900.00 0.000 0.00 59 RECONSTRUCT METAL BEAM GUARD RAILING M 700.0000 5,600.00 0.000 0.00 S) 60 PLACE WATER VALVE COVER EA 250.0000 250.00 0.000 0.00 61 ADJUST FRAME AND COVER TO GRADE EA 500.0000 4,000.00 0.000 0.00 62 MODIFY INLET EA 2,000.0000 2,000.00 0.000 0.00 63 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 52,000.00 0.000 0.00 S) 64 REMOVE CONCRETE (COMMUNICATION DUCT) M3 70.0000 3,290.00 0.000 0.00 65 REMOVE CONCRETE CURB M 29.0000 58,000.00 0.000 0.00 66 REMOVE CONCRETE BARRIER (TYPE 60) M 60.0000 10,800.00 177.000 10,620.00 177.000 10,620.00 67 REMOVE CONCRETE BARRIER (TYPE K) M 15.0000 22,200.00 1,090.000 16,350.00 1,443.000 21,645.00 68 REMOVE CRASH CUSHION (SAND FILLED) EA 150.0000 1,800.00 0.000 0.00 S) 69 BRIDGE REMOVAL, LOCATION A LS 1700,000.0000 1,700,000.00 0.000 0.00 70 BRIDGE REMOVAL, LOCATION B LS 40,000.0000 40,000.00 0.500 20,000.00 0.500 20,000.00 71 CLEARING AND GRUBBING LS 13,000.0000 13,000.00 0.000 0.00 72 REMOVE TREE LS 50,000.0000 50,000.00 0.000 0.00 73 DEVELOP WATER SUPPLY LS 38,000.0000 38,000.00 0.000 0.00 74 ROADWAY EXCAVATION M3 29.1000 625,650.00 415.000 12,076.50 415.000 12,076.50 75 ROADWAY EXCAVATION (TYPE Z-2) M3 62.8000 546,360.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 76 LEAD COMPLIANCE PLAN (STRIPE REMOVAL) LS 3,000.0000 3,000.00 0.500 1,500.00 PROGRAM CAS145 PAGE 4 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 08:44 AM ESTIMATE NO. 03 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SENG TA DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 20,625.00 0.000 0.00 F) 78 STRUCTURE EXCAVATION (HAZARDOUS WASTE M3 200.0000 172,000.00 162.000 32,400.00 162.000 32,400.00 F) AND RESTRICTED MATERIAL) 79 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 60,000.00 0.000 0.00 F) 80 STRUCTURE BACKFILL (CULVERT) M3 37.0000 55,130.00 0.000 0.00 81 STRUCTURE BACKFILL (SLURRY CEMENT) M3 138.0000 5,658.00 0.000 0.00 82 SAND BACKFILL M3 200.0000 14,000.00 0.000 0.00 83 IMPORTED BORROW M3 40.2000 258,888.00 0.000 0.00 84 GEOSYNTHETIC REINFORCED EMBANKMENT M2 38.0000 148,580.00 0.000 0.00 85 GEOTECHNICAL INSTRUMENTATION AND LS 10,000.0000 10,000.00 0.000 0.00 S) INSTALLATION 86 HIGHWAY PLANTING LS 80,000.0000 80,000.00 0.000 0.00 S) 87 IMPORTED TOPSOIL M3 60.0000 25,800.00 0.000 0.00 S) 88 ROCK BLANKET M2 110.0000 68,200.00 0.000 0.00 S) 89 DECOMPOSED GRANITE M2 40.0000 30,000.00 0.000 0.00 S) 90 EROSION CONTROL (NETTING) M2 15.0000 22,500.00 0.000 0.00 S) 91 EROSION CONTROL (TYPE D) HA 10,000.0000 100,000.00 0.000 0.00 S) 92 FIBER ROLLS M 10.0000 11,000.00 0.000 0.00 S) 93 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 10,400.00 0.000 0.00 S) 94 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0.00 S) 95 40 MM BACKFLOW PREVENTOR EA 1,000.0000 1,000.00 0.000 0.00 S) 96 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.000 0.00 S) 97 100 MM CORRUGATED HIGH DENSITY M 60.0000 540.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 98 200 MM CORRUGATED HIGH DENSITY M 200.0000 2,400.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 99 CLASS 4 AGGREGATE SUBBASE M3 31.0000 30,380.00 0.000 0.00 00 LEAN CONCRETE BASE M3 225.0000 1,300,500.00 0.000 0.00 01 LIGHTWEIGHT EMBANKMENT MATERIAL M3 60.0000 2,310,000.00 0.000 0.00 (CELLULAR CONCRETE) 02 ASPHALT CONCRETE (TYPE A) TONN 82.1000 2,348,060.00 0.000 0.00 03 ASPHALT CONCRETE (OPEN GRADED) TONN 107.0000 331,700.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 08:44 AM ESTIMATE NO. 03 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SENG TA DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PAVEMENT REINFORCING FABRIC M2 2.2000 19,030.00 0.000 0.00 05 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 21,600.00 0.000 0.00 AREA) 06 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 2,400.00 0.000 0.00 07 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 4,200.00 0.000 0.00 08 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 10.0000 460.00 0.000 0.00 09 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 2,300.00 0.000 0.00 10 CRACK EXISTING CONCRETE PAVEMENT M2 2.2500 19,665.00 0.000 0.00 11 GRIND EXISTING CONCRETE M2 39.0000 26,130.00 0.000 0.00 PAVEMENT 12 FURNISH STEEL PIPE PILE (1219 MM) M 1,250.0000 345,000.00 148.000 185,000.00 13 DRIVE STEEL PIPE PILE (1219 MM) EA 20,000.0000 160,000.00 4.000 80,000.00 S) 14 FURNISH PILING (CLASS 625) M 110.0000 338,800.00 0.000 0.00 (ALTERNATIVE V) 15 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,800.0000 176,400.00 0.000 0.00 S) 16 FURNISH PILING (CLASS 400) M 140.0000 8,540.00 0.000 0.00 17 DRIVE PILE (CLASS 400) EA 3,000.0000 24,000.00 0.000 0.00 S) 18 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 3,150.0000 400,050.00 0.000 0.00 PILING (1830 MM) 19 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 100,000.0000 300,000.00 0.000 0.00 S) PILE (1830 MM) 20 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 4,300.0000 11,751,900.00 46.000 197,800.00 PILING (2440 MM) 21 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 82,000.0000 5,330,000.00 1.000 82,000.00 S) PILE (2440 MM) 22 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1400,000.0000 1,400,000.00 0.000 0.00 S) 23 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 620.0000 133,300.00 0.000 0.00 F) 24 STRUCTURAL CONCRETE, BRIDGE M3 969.0000 23,352,900.00 115.000 111,435.00 115.000 111,435.00 F) 25 STRUCTURAL CONCRETE, BARRIER SLAB M3 600.0000 294,000.00 0.000 0.00 26 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 243,000.00 0.000 0.00 F) (TYPE N) 27 MINOR CONCRETE M3 320.0000 60,800.00 0.000 0.00 28 MINOR CONCRETE (MINOR STRUCTURE) M3 730.0000 113,880.00 0.000 0.00 F) 29 MINOR CONCRETE (BACKFILL) M3 580.0000 16,820.00 0.000 0.00 30 ARCHITECTURAL TREATMENT M2 10.0000 20,500.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 08:44 AM ESTIMATE NO. 03 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SENG TA DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ARCHITECTURAL SURFACE (LIGHT SANDBLAST) M2 20.0000 31,000.00 0.000 0.00 F) 32 ARCHITECTURAL SURFACE (MEDIUM SANDBLAST) M2 20.0000 15,200.00 0.000 0.00 F) 33 PTFE SPHERICAL BEARING EA 5,000.0000 320,000.00 0.000 0.00 S) 34 JOINT SEAL ASSEMBLY (MR 80 MM) M 700.0000 35,700.00 0.000 0.00 S) 35 JOINT SEAL ASSEMBLY (MR 90 MM) M 700.0000 32,900.00 0.000 0.00 S) 36 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 5,500.0000 517,000.00 0.000 0.00 S) 37 BAR REINFORCING STEEL (BRIDGE) KG 1.1800 8,024,000.00 17,912.000 21,136.16 17,912.000 21,136.16 SF) 38 BAR REINFORCING STEEL (EPOXY COATED) KG 2.5000 1,807,500.00 0.000 0.00 SF)(BRIDGE) 39 HEADED BAR REINFORCEMENT EA 10.0000 168,000.00 0.000 0.00 SF) 40 SHOTCRETE M3 500.0000 79,000.00 0.000 0.00 SF) 41 STRUCTURAL STEEL (BRIDGE) KG 50.0000 110,000.00 0.000 0.00 SF) 42 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 395,148.00 0.000 0.00 F) 43 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 32,929.00 0.000 0.00 SF) 44 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 135.0000 11,475.00 0.000 0.00 F) 45 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,700.00 0.000 0.00 (1.6 MM-UNFRAMED) 46 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,300.00 0.000 0.00 (2.0 MM-UNFRAMED) 47 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 518.00 0.000 0.00 (1.6 MM-FRAMED) 48 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 360.00 0.000 0.00 (2.0 MM-FRAMED) 49 METAL (RAIL MOUNTED SIGN) KG 36.0000 8,640.00 0.000 0.00 50 ROADSIDE SIGN - ONE POST EA 250.0000 5,250.00 0.000 0.00 51 ROADSIDE SIGN EA 150.0000 900.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 52 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 900.00 0.000 0.00 METHOD) 53 RAILROAD SHOOFLY LS 50,000.0000 50,000.00 0.000 0.00 54 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 135.0000 2,295.00 0.000 0.00 55 300 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 185.0000 64,750.00 0.000 0.00 56 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 165.0000 52,800.00 0.000 0.00 57 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 220.0000 63,800.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 08:44 AM ESTIMATE NO. 03 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SENG TA DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 450 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 215.0000 154,800.00 0.000 0.00 59 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 170.0000 16,320.00 0.000 0.00 60 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 245.0000 41,650.00 0.000 0.00 61 750 MM ALTERNATIVE PIPE CULVERT M 270.0000 78,300.00 0.000 0.00 62 900 MM ALTERNATIVE PIPE CULVERT M 310.0000 55,800.00 0.000 0.00 63 450 MM SLOTTED CORRUGATED STEEL PIPE M 270.0000 78,300.00 0.000 0.00 (1.63 MM THICK) 64 WICK DRAIN M 2.3000 276,000.00 0.000 0.00 65 GEOCOMPOSITE DRAINAGE BLANKET M2 5.0000 32,600.00 0.000 0.00 66 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 67 DRAINAGE INLET MARKER EA 100.0000 200.00 0.000 0.00 68 ROCK SLOPE PROTECTION M3 1,000.0000 1,600.00 0.000 0.00 (FACING, METHOD B) 69 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 98,000.00 0.000 0.00 CONSTRUCTION) 70 MINOR CONCRETE (CONCRETE MOW STRIP) M3 700.0000 5,600.00 0.000 0.00 S) 71 MISCELLANEOUS IRON AND STEEL KG 3.5000 61,103.00 0.000 0.00 SF) 72 ISOLATION CASING KG 5.0000 265,000.00 0.000 0.00 SF) 73 MISCELLANEOUS METAL KG 15.0000 217,500.00 0.000 0.00 SF)(RESTRAINER - PIPE TYPE) 74 MISCELLANEOUS METAL KG 15.0000 54,000.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 75 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 45,000.00 0.000 0.00 SF) 76 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 364,000.00 0.000 0.00 SF) 77 CHAIN LINK FENCE (TYPE CL-1.2, M 66.0000 48,840.00 0.000 0.00 S) VINYL-CLAD) 78 CHAIN LINK FENCE (TYPE CL-1.8) M 66.0000 175,560.00 0.000 0.00 S) 79 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 10,500.00 0.000 0.00 S) 80 SURVEY MONUMENT AND SURVEY HUB LS 50,000.0000 50,000.00 0.000 0.00 81 GUARD RAILING DELINEATOR EA 20.0000 100.00 0.000 0.00 82 CONCRETE BARRIER MARKER EA 10.0000 1,100.00 0.000 0.00 83 METAL BEAM GUARD RAILING (WOOD POST) M 450.0000 3,600.00 0.000 0.00 S) 84 CHAIN LINK RAILING (TYPE 7) M 150.0000 36,750.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 8 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 08:44 AM ESTIMATE NO. 03 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SENG TA DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 END CAP EA 1,000.0000 2,000.00 0.000 0.00 S) 86 ALTERNATIVE FLARED TERMINAL SYSTEM EA 7,000.0000 7,000.00 0.000 0.00 S) 87 CRASH CUSHION (REACT 9CBB) EA 40,000.0000 40,000.00 0.000 0.00 S) 88 CRASH CUSHION MODULE, SAND FILLED EA 350.0000 4,900.00 0.000 0.00 S) 89 CONCRETE BARRIER (TYPE 60) M 250.0000 292,500.00 0.000 0.00 90 CONCRETE BARRIER (TYPE 60C MODIFIED) M 300.0000 7,200.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 60C) M 300.0000 261,000.00 0.000 0.00 92 CONCRETE BARRIER (TYPE 60D) M 300.0000 14,400.00 0.000 0.00 93 CONCRETE BARRIER (TYPE 60R) M 275.0000 7,700.00 0.000 0.00 94 CONCRETE BARRIER (TYPE 60AM) M 300.0000 223,500.00 0.000 0.00 F) 95 CONCRETE BARRIER (TYPE 732) M 200.0000 298,400.00 0.000 0.00 F) 96 CONCRETE BARRIER (TYPE 736) M 300.0000 171,000.00 0.000 0.00 97 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 3,915.00 0.000 0.00 S) 98 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 34,125.00 0.000 0.00 S) 99 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 2,400.00 0.000 0.00 S) 00 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 16,800.00 13,000.000 7,800.00 S) 01 PAINT PAVEMENT MARKING (2-COAT) M2 30.0000 2,610.00 11.700 351.00 S) 02 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 22,880.00 0.000 0.00 S) 03 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6000 17,064.00 0.000 0.00 S) 04 LIGHTING (CITY STREET) LS 40,000.0000 40,000.00 0.000 0.00 S) 05 LIGHTING (PARKING LOT) LS 60,000.0000 60,000.00 0.000 0.00 S) 06 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.000 0.00 S) 07 STAGE CONSTRUCTION - RAMP METERING LS 80,000.0000 80,000.00 0.000 0.00 S) 08 TRAFFIC OPERATIONS SYSTEM LS 150,000.0000 150,000.00 0.000 0.00 S) 09 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 10 MINOR CONCRETE (SIGN FOUNDATION) M3 750.0000 21,000.00 0.000 0.00 11 REMOVE RAILROAD TRACK LS 25,000.0000 25,000.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 08:44 AM ESTIMATE NO. 03 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SENG TA DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 08:44 AM ESTIMATE NO. 03 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SENG TA DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 400,847.66 1,220,005.11 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 400,847.66 1,220,005.11 13 MOBILIZATION LS 8765,479.0000 8,765,479.00 0.250 2,191,369.75 0.750 6,574,109.25 ORIGINAL CONTRACT AMOUNT 87,877,777.00 TOTAL WORK COMPLETED 2,592,217.41 7,794,114.36 MATERIALS ON HAND ON SITE 7,659,174.96 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,592,217.41 15,453,289.32 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 04/20/09 800 00/00/00 00/00/00 07/20/12 20 0 0 0 9% 4% PROGRESS IS SATISFACTORY SENG TA RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 07/21/09