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 03/25/10 EST. NO.01 TIME 08:21 AM R.E. NAME: WANG, SIMON 07-2411U4 --------------------------------------------------------------------------- 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 03/25/10 EST. NO.01 TIME 08:21 AM R.E. NAME: WANG, SIMON 07-2411U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 01 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: WANG, SIMON DATE OF THIS ESTIMATE 03/25/10 LOCATION RERUN PROGRESS ESTIMATE 07-LA-110-21.2/22.8 ----------------------- FLATIRON WEST INC. IN LOS ANGELES COUNTY IN LOS 6185 AUTO CENTER DRIVE ANGELES FROM 0.1 KM SOUTH OF BUENA PARK, CA 90621 WASHINGTON BOULEVARD UC TO 0.2 KM NORTH OF WILSHIRE BOULEVARD OC FED. AID NO. ACHN-P110(17)E CONSTRUCT AUXILIARY LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.250 3,750.00 0.250 3,750.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 1,000.0000 600,000.00 18.000 18,000.00 18.000 18,000.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 35.0000 2,485.00 0.000 0.00 05 CONSTRUCTION SITE MANAGEMENT LS 120,000.0000 120,000.00 0.030 3,600.00 0.030 3,600.00 06 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.500 500.00 0.500 500.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 12.0000 10,080.00 0.000 0.00 08 TEMPORARY SILT FENCE M 14.0000 11,760.00 120.000 1,680.00 120.000 1,680.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,700.0000 11,100.00 0.000 0.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 50,000.00 1.000 10,000.00 1.000 10,000.00 11 TEMPORARY COVER M2 12.0000 3,000.00 0.000 0.00 12 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 8,750.00 4.000 700.00 4.000 700.00 14 TEMPORARY HYDRAULIC MULCH M2 1.0000 17,500.00 0.000 0.00 (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 135,000.0000 135,000.00 0.030 4,050.00 0.030 4,050.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 18,000.0000 18,000.00 0.000 0.00 17 CONSTRUCTION AREA SIGNS LS 27,000.0000 27,000.00 0.803 21,681.00 0.803 21,681.00 18 TRAFFIC CONTROL SYSTEM LS 375,000.0000 375,000.00 0.030 11,250.00 0.030 11,250.00 19 TYPE III BARRICADE EA 105.0000 6,090.00 0.000 0.00 20 CHANNELIZER (SURFACE MOUNTED) EA 15.0000 5,400.00 67.000 1,005.00 67.000 1,005.00 21 TEMPORARY TERMINAL SECTION (TYPE K) EA 4,200.0000 4,200.00 0.000 0.00 22 TEMPORARY RAILING (TYPE K) M 44.0000 315,480.00 1,650.000 72,600.00 1,650.000 72,600.00 PROGRAM CAS145 PAGE 2 DATE 03/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 01 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: WANG, SIMON DATE OF THIS ESTIMATE 03/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 230.0000 73,600.00 6.000 1,380.00 6.000 1,380.00 24 ABANDON DECK DRAIN EA 500.0000 3,500.00 0.000 0.00 25 ABANDON PIPELINE M 67.0000 3,015.00 0.000 0.00 26 REMOVE CHAIN LINK FENCE M 12.0000 3,240.00 0.000 0.00 27 REMOVE FENCE (IRON FENCE) M 52.0000 1,300.00 0.000 0.00 28 REMOVE METAL BEAM GUARD RAILING M 33.0000 30,690.00 35.000 1,155.00 35.000 1,155.00 29 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6000 6,928.00 1,654.000 2,646.40 1,654.000 2,646.40 STRIPE 30 REMOVE PAINTED TRAFFIC STRIPE M 1.6000 29,280.00 0.000 0.00 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.6000 14,512.00 3,684.000 5,894.40 3,684.000 5,894.40 32 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 4,200.00 0.000 0.00 33 REMOVE PAVEMENT MARKER EA 1.0000 7,000.00 1,549.000 1,549.00 1,549.000 1,549.00 34 REMOVE ROADSIDE SIGN EA 300.0000 13,200.00 0.000 0.00 35 REMOVE SIGN STRUCTURE EA 5,500.0000 60,500.00 0.000 0.00 36 REMOVE SIGN PANEL EA 1,000.0000 2,000.00 0.000 0.00 37 REMOVE ASPHALT CONCRETE DIKE M 17.0000 5,440.00 0.000 0.00 38 REMOVE PIPE M 130.0000 7,020.00 0.000 0.00 39 REMOVE INLET EA 570.0000 6,270.00 0.000 0.00 40 REMOVE HEADWALL EA 980.0000 980.00 0.000 0.00 41 REMOVE RETAINING WALL M 500.0000 95,000.00 0.000 0.00 42 REMOVE RETAINING WALL (PORTION) M 200.0000 6,000.00 0.000 0.00 43 REMOVE MASONRY WALL M 255.0000 6,885.00 0.000 0.00 44 REMOVE CONCRETE PAVEMENT M3 225.0000 42,750.00 0.000 0.00 45 RELOCATE SIGN STRUCTURE EA 20,300.0000 40,600.00 0.000 0.00 46 MODIFY SIGN STRUCTURE (INSTALL MOUNTED EA 4,350.0000 26,100.00 0.000 0.00 BEAM) 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 26,640.00 0.000 0.00 48 REMOVE CONCRETE SIDEWALK, DRIVEWAY AND M2 23.0000 2,185.00 0.000 0.00 CURB RAMP 49 REMOVE CONCRETE CURB M 6.0000 24,000.00 228.000 1,368.00 228.000 1,368.00 PROGRAM CAS145 PAGE 3 DATE 03/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 01 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: WANG, SIMON DATE OF THIS ESTIMATE 03/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER M 30.0000 4,200.00 0.000 0.00 51 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 7,460.00 0.000 0.00 52 REMOVE CONCRETE (MISCELLANEOUS) M3 195.0000 4,485.00 0.000 0.00 53 PLUG PIPE EA 630.0000 1,260.00 0.000 0.00 54 CAP INLET EA 770.0000 10,780.00 0.000 0.00 55 REMOVE CRASH CUSHION EA 275.0000 825.00 0.000 0.00 56 BRIDGE REMOVAL LS 110,200.0000 110,200.00 0.000 0.00 57 BRIDGE REMOVAL (PORTION), LOCATION A LS 96,500.0000 96,500.00 0.000 0.00 58 BRIDGE REMOVAL (PORTION), LOCATION B LS 40,500.0000 40,500.00 0.000 0.00 59 BRIDGE REMOVAL (PORTION), LOCATION C LS 84,000.0000 84,000.00 0.000 0.00 60 BRIDGE REMOVAL (PORTION), LOCATION D LS 53,000.0000 53,000.00 0.000 0.00 61 BRIDGE REMOVAL (PORTION), LOCATION E LS 32,000.0000 32,000.00 0.000 0.00 62 BRIDGE REMOVAL (PORTION), LOCATION F LS 12,000.0000 12,000.00 0.000 0.00 63 CLEARING AND GRUBBING LS 26,600.0000 26,600.00 0.100 2,660.00 0.100 2,660.00 64 ROADWAY EXCAVATION M3 51.0000 441,660.00 336.000 17,136.00 336.000 17,136.00 65 ROADWAY EXCAVATION (TYPE Z-3) M3 180.0000 282,600.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 66 ROADWAY EXCAVATION (TYPE Y-1) M3 43.0000 183,610.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 67 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.000 0.00 68 STRUCTURE EXCAVATION (BRIDGE) M3 65.0000 135,395.00 0.000 0.00 F) 69 STRUCTURE EXCAVATION (RETAINING WALL) M3 33.0000 565,884.00 0.000 0.00 F) 70 STRUCTURE BACKFILL (BRIDGE) M3 43.0000 72,197.00 0.000 0.00 F) 71 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 577,225.00 0.000 0.00 F) 72 PERVIOUS BACKFILL MATERIAL M3 120.0000 19,080.00 0.000 0.00 73 PERVIOUS BACKFILL MATERIAL (RETAINING M3 120.0000 45,600.00 0.000 0.00 F) WALL) 74 SAND BACKFILL M3 135.0000 1,080.00 0.000 0.00 75 LEAN CONCRETE BACKFILL M3 180.0000 43,740.00 0.000 0.00 F) 76 HIGHWAY PLANTING LS 57,250.0000 57,250.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 03/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 01 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: WANG, SIMON DATE OF THIS ESTIMATE 03/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROCK BLANKET M2 70.0000 168,700.00 0.000 0.00 78 TRANSPLANT PALM TREE EA 2,725.0000 73,575.00 0.000 0.00 79 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 80 IRRIGATION SYSTEM LS 71,200.0000 71,200.00 0.000 0.00 81 NPS 3 SUPPLY LINE (BRIDGE) M 325.0000 24,050.00 0.000 0.00 F) 82 IRRIGATION SLEEVE M 160.0000 20,800.00 0.000 0.00 83 150 MM WELDED STEEL PIPE CONDUIT M 215.0000 12,255.00 0.000 0.00 (6.35 MM THICK) 84 200 MM WELDED STEEL PIPE CONDUIT M 1,200.0000 12,000.00 0.000 0.00 (6.35 MM THICK) 85 EXTEND 250 MM CONDUIT M 650.0000 3,900.00 0.000 0.00 86 CLASS 2 AGGREGATE BASE M3 42.0000 80,220.00 0.000 0.00 87 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 1,250.00 0.000 0.00 88 CLASS 3 AGGREGATE BASE M3 62.0000 151,280.00 0.000 0.00 89 LEAN CONCRETE BASE M3 152.0000 302,480.00 0.000 0.00 90 SEAL RANDOM CRACKS LNKM 6,000.0000 3,000.00 0.000 0.00 91 HOT MIX ASPHALT (TYPE B) TONN 112.0000 129,920.00 0.000 0.00 92 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 68.0000 11,560.00 0.000 0.00 93 DATA CORE LS 1,825.0000 1,825.00 0.000 0.00 94 PLACE HOT MIX ASPHALT DIKE M 7.0000 4,900.00 0.000 0.00 95 PLACE HOT MIX ASPHALT M2 35.0000 630.00 0.000 0.00 (MISCELLANEOUS AREA) 96 TACK COAT TONN 385.0000 847.00 0.000 0.00 97 CONCRETE PAVEMENT M3 215.0000 642,850.00 0.000 0.00 98 CONCRETE PAVEMENT (RAMP TERMINI) M3 250.0000 42,500.00 0.000 0.00 99 SEAL PAVEMENT JOINT M 3.0000 10,860.00 0.000 0.00 00 SEAL LONGITUDINAL ISOLATION JOINT M 19.0000 75,050.00 0.000 0.00 01 TIE BAR (DRILL AND BOND) EA 13.0000 60,970.00 0.000 0.00 02 GRIND EXISTING CONCRETE M2 12.0000 22,320.00 200.000 2,400.00 200.000 2,400.00 PAVEMENT 03 ISOLATION CASING (STEEL PIPE) KG 4.3500 310,537.80 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 03/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 01 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: WANG, SIMON DATE OF THIS ESTIMATE 03/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 2.0 M PERMANENT STEEL CASTING M 2,000.0000 138,000.00 0.000 0.00 05 600 MM PERMANENT STEEL CASING M 560.0000 68,320.00 0.000 0.00 F) 06 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 250.0000 84,250.00 0.000 0.00 PILING 07 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,260.0000 260,820.00 0.000 0.00 PILING 08 2.0 M CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 103,500.00 0.000 0.00 PILING 09 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 120.0000 58,800.00 0.000 0.00 PILING (SOUND WALL) 10 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 0.000 0.00 F) 11 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 280.0000 91,000.00 0.000 0.00 F) 12 STRUCTURAL CONCRETE, BRIDGE M3 925.0000 1,928,625.00 0.000 0.00 F) 13 STRUCTURAL CONCRETE DECK OVERLAY M3 1,450.0000 11,600.00 0.000 0.00 F) 14 STRUCTURAL CONCRETE, RETAINING WALL M3 480.0000 1,491,360.00 0.000 0.00 F) 15 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,900.0000 45,600.00 0.000 0.00 F) (TYPE EQ) 16 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 72,800.00 0.000 0.00 F) (TYPE N) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 35,100.00 0.000 0.00 F) (TYPE R) 18 MINOR CONCRETE (MINOR STRUCTURE) M3 1,385.0000 180,050.00 0.000 0.00 F) 19 ARCHITECTURAL FEATURES (RETAINING WALL) M2 70.0000 103,880.00 0.000 0.00 F) 20 FRACTURED RIB TEXTURE (MODIFIED) M2 20.0000 17,700.00 0.000 0.00 21 DRILL AND BOND DOWEL M 35.0000 25,410.00 0.000 0.00 22 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 250.0000 5,500.00 0.000 0.00 23 FURNISH PRECAST PRESTRESSED CONCRETE EA 22,775.0000 45,550.00 0.000 0.00 GIRDER (15 M - 20 M) 24 FURNISH PRECAST PRESTRESSED CONCRETE EA 35,000.0000 140,000.00 0.000 0.00 GIRDER (35 M - 40 M) 25 ERECT PRECAST PRESTRESSED CONCRETE EA 7,000.0000 42,000.00 0.000 0.00 GIRDER 26 REFINISH BRIDGE DECK M2 180.0000 63,180.00 0.000 0.00 27 FURNISH POLYESTER CONCRETE OVERLAY M3 2,635.0000 50,065.00 0.000 0.00 28 PLACE POLYESTER CONCRETE OVERLAY M2 93.0000 33,387.00 0.000 0.00 29 SOUND WALL (MASONRY BLOCK) M2 139.0000 158,738.00 0.000 0.00 30 JOINT SEAL (MR 13MM) M 135.0000 8,505.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 03/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 01 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: WANG, SIMON DATE OF THIS ESTIMATE 03/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 JOINT SEAL (MR 50 MM) M 300.0000 8,100.00 0.000 0.00 32 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 806,773.00 0.000 0.00 F) 33 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5600 395,246.28 0.000 0.00 F) 34 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 17.0000 16,643.00 0.000 0.00 F) WITH WALKWAY) 35 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 2,937.00 0.000 0.00 F) WITH WALKWAY) 36 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 36,270.00 0.000 0.00 F) 37 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 6,045.00 0.000 0.00 F) 38 FURNISH SIGN STRUCTURE (TRUSS) KG 4.5600 478,959.60 0.000 0.00 F) 39 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 42,014.00 0.000 0.00 F) 40 MODIFY SIGN STRUCTURE (INSTALL MOUNTING EA 4,250.0000 25,500.00 0.000 0.00 BEAM) 41 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 90.0000 28,800.00 0.000 0.00 42 FURNISH LAMINATED PANEL SIGN M2 195.0000 4,290.00 0.000 0.00 (25.4 MM-TYPE B) 43 FURNISH LAMINATED PANEL SIGN M2 230.0000 2,990.00 0.000 0.00 (63.5 MM-TYPE B) 44 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 1,440.00 0.000 0.00 (1.6 MM-UNFRAMED) 45 FURNISH SINGLE SHEET ALUMINUM SIGN M2 114.0000 1,710.00 0.000 0.00 (2.0 MM-UNFRAMED) 46 FURNISH SINGLE SHEET ALUMINUM SIGN M2 143.0000 3,718.00 0.000 0.00 (1.6 MM-FRAMED) 47 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 5,000.00 0.000 0.00 (2.0 MM-FRAMED) 48 920 MM CAST-IN-DRILLED-HOLE M 2,600.0000 49,400.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 49 1524 MM CAST-IN-DRILLED-HOLE M 3,300.0000 161,700.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 50 METAL (BARRIER MOUNTED SIGN) KG 30.0000 6,600.00 0.000 0.00 51 METAL (SOUND WALL MOUNTED SIGN) KG 30.0000 9,000.00 0.000 0.00 52 ROADSIDE SIGN - ONE POST EA 350.0000 10,150.00 0.000 0.00 53 ROADSIDE SIGN - TWO POST EA 1,000.0000 12,000.00 0.000 0.00 54 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 220.0000 660.00 0.000 0.00 METHOD) 55 INSTALL SIGN OVERLAY M2 220.0000 242.00 1.100 242.00 1.100 242.00 56 INSTALL SIGN PANEL ON EXISTING FRAME M2 108.0000 2,592.00 0.000 0.00 57 INSTALL PANEL ON SOUND WALL EA 1,250.0000 2,500.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 03/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 01 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: WANG, SIMON DATE OF THIS ESTIMATE 03/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 375 MM REINFORCED CONCRETE PIPE M 320.0000 4,160.00 0.000 0.00 59 450 MM REINFORCED CONCRETE PIPE M 155.0000 103,850.00 0.000 0.00 60 600 MM REINFORCED CONCRETE PIPE M 190.0000 57,000.00 0.000 0.00 61 450 MM SLOTTED CORRUGATED STEEL PIPE M 305.0000 189,100.00 0.000 0.00 (2.01 MM THICK) 62 80 MM PLASTIC PIPE (EDGE DRAIN) M 30.0000 2,820.00 0.000 0.00 63 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 250.0000 3,000.00 0.000 0.00 64 WELDED STEEL PIPE CASING (BRIDGE) M 450.0000 4,050.00 0.000 0.00 65 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,400.0000 1,540.00 0.000 0.00 66 900 MM PRECAST CONCRETE PIPE RISER M 1,250.0000 1,625.00 0.000 0.00 67 MINOR CONCRETE (GUTTER) M 115.0000 6,325.00 0.000 0.00 68 MINOR CONCRETE CURB M 48.0000 68,208.00 0.000 0.00 69 MINOR CONCRETE (COLORED) M2 49.0000 57,820.00 0.000 0.00 70 MINOR CONCRETE (SIDEWALK, CURB RAMP, M3 250.0000 18,250.00 0.000 0.00 CROSS GUTTER, CURB & GUTTER, MISC AREA) 71 MISCELLANEOUS IRON AND STEEL KG 4.0000 62,176.00 0.000 0.00 F) 72 MISCELLANEOUS METAL KG 16.0000 21,328.00 0.000 0.00 F) (RESTRAINER - CABLE TYPE) 73 MISCELLANEOUS METAL (BRIDGE) KG 48.0000 7,200.00 0.000 0.00 F) 74 BRIDGE DECK DRAINAGE SYSTEM KG 18.0000 65,196.00 0.000 0.00 F) 75 CHAIN LINK FENCE (TYPE CL-1.8) M 59.0000 17,110.00 0.000 0.00 76 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 1,500.00 0.000 0.00 77 DELINEATOR (CLASS 1) EA 35.0000 2,310.00 0.000 0.00 78 METAL BEAM GUARD RAILING (WOOD POST) M 82.0000 33,620.00 0.000 0.00 79 CONCRETE BARRIER (TYPE K) M 66.0000 10,560.00 0.000 0.00 80 CABLE RAILING M 60.0000 540.00 0.000 0.00 81 CABLE RAILING (MODIFIED) M 75.0000 525.00 0.000 0.00 82 TRANSITION RAILING (TYPE WB) EA 3,000.0000 15,000.00 0.000 0.00 83 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 600.00 0.000 0.00 84 END CAP (TYPE A) EA 400.0000 800.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 03/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 01 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: WANG, SIMON DATE OF THIS ESTIMATE 03/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 3,100.00 0.000 0.00 86 CRASH CUSHION, SAND FILLED EA 300.0000 6,600.00 0.000 0.00 87 CRASH CUSHION (TYPE CAT) EA 6,100.0000 6,100.00 0.000 0.00 88 CRASH CUSHION (TYPE CAT) BACKUP EA 6,500.0000 6,500.00 0.000 0.00 89 CRASH CUSHION (REACT 9CBB) EA 49,000.0000 98,000.00 0.000 0.00 90 CRASH CUSHION (REACT 9SCBS) EA 40,000.0000 120,000.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 60D MODIFIED) M 172.0000 3,440.00 0.000 0.00 92 CONCRETE BARRIER (TYPE 60 MODIFIED) M 172.0000 3,096.00 0.000 0.00 93 CONCRETE BARRIER (TYPE 60) M 130.0000 1,560.00 0.000 0.00 94 CONCRETE BARRIER (TYPE 60C) M 415.0000 74,700.00 0.000 0.00 95 CONCRETE BARRIER (TYPE 60SA MODIFIED) M 180.0000 1,440.00 0.000 0.00 F) 96 CONCRETE BARRIER (TYPE 60C MODIFIED) M 215.0000 21,715.00 0.000 0.00 97 CONCRETE BARRIER (TYPE 736 MODIFIED) M 263.0000 192,253.00 0.000 0.00 F) 98 CONCRETE BARRIER (TYPE 736A MODIFIED) M 265.0000 213,855.00 0.000 0.00 F) 99 CONCRETE BARRIER (TYPE 736B) M 263.0000 55,230.00 0.000 0.00 00 CONCRETE BARRIER (TYPE 736B MODIFIED) M 255.0000 30,600.00 0.000 0.00 01 CONCRETE BARRIER (TYPE 736SV) M 670.0000 80,400.00 0.000 0.00 02 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 14,850.00 0.000 0.00 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 9,570.00 0.000 0.00 04 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.7000 5,365.00 0.000 0.00 05 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 690.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 06 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 6,540.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 07 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 54.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 08 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 13,800.00 7,932.000 3,966.00 7,932.000 3,966.00 09 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 6,090.00 1,022.000 1,022.00 1,022.000 1,022.00 10 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 6,380.00 558.000 1,116.00 558.000 1,116.00 11 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,740.0000 10,740.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 9 DATE 03/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 01 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: WANG, SIMON DATE OF THIS ESTIMATE 03/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 SIGNAL AND LIGHTING (TEMPORARY) (CITY LS 5,625.0000 5,625.00 0.000 0.00 STREET LOCATION 1) 13 SIGNAL AND LIGHTING (TEMPORARY) (CITY LS 26,590.0000 26,590.00 0.000 0.00 STREET LOCATION 2) 14 MODIFY SIGNAL AND LIGHTING (CITY STREET LS 45,000.0000 45,000.00 0.000 0.00 LOCATION 1) 15 MODIFY SIGNAL AND LIGHTING (CITY STREET LS 57,000.0000 57,000.00 0.000 0.00 LOCATION 2) 16 MODIFY SIGNAL AND LIGHTING (CITY STREET LS 15,350.0000 15,350.00 0.000 0.00 LOCATION 3) 17 LIGHTING (TEMPORARY) LS 35,800.0000 35,800.00 0.000 0.00 18 MODIFY LIGHTING (CITY STREET) LS 57,000.0000 57,000.00 0.000 0.00 19 MODIFY EXTINGUISHABLE MESSAGE SIGN LS 61,500.0000 61,500.00 0.000 0.00 20 CHANGEABLE MESSAGE SIGN NO.10 (TEMPORARY LS 2,600.0000 2,600.00 0.000 0.00 CUT OVER) 21 MODIFY COMMUNICATION ROUTING (CITY) LS 5,600.0000 5,600.00 0.000 0.00 22 SPRINKLER CONTROL CONDUIT (BRIDGE) LS 2,500.0000 2,500.00 0.000 0.00 23 MODIFY TRAFFIC MONITORING STATION LS 20,500.0000 20,500.00 0.000 0.00 24 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 20,500.0000 20,500.00 0.000 0.00 25 COMMUNICATION SYSTEM (MODIFY) LS 174,000.0000 174,000.00 0.000 0.00 26 COMMUNICATION SYSTEM ROUTING (TEMPORARY) LS 56,000.0000 56,000.00 0.000 0.00 27 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 14,000.0000 14,000.00 0.000 0.00 28 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 16,500.0000 16,500.00 0.000 0.00 29 MODIFY LIGHTING AND SIGN ILLUMINATION LS 256,000.0000 256,000.00 0.000 0.00 30 SYSTEM TESTING AND DOCUMENTATION LS 20,000.0000 20,000.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 03/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 01 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: WANG, SIMON DATE OF THIS ESTIMATE 03/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 191,350.80 191,350.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 191,350.80 191,350.80 31 MOBILIZATION LS 1595,000.0000 1,595,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 19,137,506.68 TOTAL WORK COMPLETED 191,350.80 191,350.80 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 191,350.80 191,350.80 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 12/07/09 850 02/22/10 02/01/10 07/17/12 18 15 0 0 1% 3% PROGRESS IS SATISFACTORY WANG, SIMON RESIDENT ENGINEER PROGRAM CAS145 DATE 03/25/10