PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 07/25/11 EST. NO.05 TIME 08:46 AM R.E. NAME: KWAN, KIN 07-121844 --------------------------------------------------------------------------- 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 07/25/11 EST. NO.05 TIME 08:46 AM R.E. NAME: KWAN, KIN 07-121844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 08:46 AM ESTIMATE NO. 05 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 07/25/11 LOCATION PROGRESS ESTIMATE 07-LA-5-26.7/29.4 ----------------- SECURITY PAVING COMPANY, INC IN LOS ANGELES COUNTY IN LOS PO BOX 1489 ANGELES, GLENDALE AND BURBANK FROM SUN VALLEY,CA 91353-1489 ROUTE 5/134 SEPARATION TO MAGNOLIA BOULEVARD OVERCROSSING FED. AID NO. CMLN-6207(55) CONSTRUCT HOV 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 5,000.0000 5,000.00 0.000 0.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 2,300.0000 1,725,000.00 20.000 46,000.00 104.000 239,200.00 04 TEMPORARY GATE EA 135.0000 405.00 0.000 0.00 05 TEMPORARY FENCE (TYPE CL-1.8) M 12.6000 4,410.00 0.000 0.00 06 CONSTRUCTION SITE MANAGEMENT LS 101,500.0000 101,500.00 0.010 1,015.00 07 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.500 1,250.00 PREVENTION PLAN 08 TEMPORARY FIBER ROLL M 7.5000 11,250.00 1,127.000 8,452.50 09 TEMPORARY SILT FENCE M 6.5000 9,750.00 200.000 1,300.00 10 TEMPORARY GRAVEL BAG BERM M 16.0000 4,800.00 0.000 0.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 20,000.00 0.000 0.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 50,000.00 0.000 0.00 13 TEMPORARY COVER M2 2.4000 24,000.00 0.000 0.00 14 TEMPORARY STRAW BALE BARRIER M 40.0000 10,000.00 0.000 0.00 15 MOVE-IN/MOVE-OUT EA 875.0000 7,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 16 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 9,600.00 71.000 11,360.00 17 STREET SWEEPING LS 120,000.0000 120,000.00 0.050 6,000.00 18 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 0.000 0.00 19 CONSTRUCTION AREA SIGNS LS 58,000.0000 58,000.00 0.500 29,000.00 20 TRAFFIC CONTROL SYSTEM LS 460,000.0000 460,000.00 0.011 5,060.00 21 TYPE III BARRICADE EA 200.0000 200.00 0.000 0.00 22 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 8,580.00 60.000 1,980.00 PROGRAM CAS145 PAGE 2 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 08:46 AM ESTIMATE NO. 05 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 40.3000 822,120.00 4,293.000 173,007.90 24 TEMPORARY CRASH CUSHION MODULE EA 185.0000 79,550.00 103.000 19,055.00 25 ABANDON MANHOLE EA 1,785.0000 1,785.00 0.000 0.00 26 ABANDON PIPELINE EA 735.0000 5,145.00 0.000 0.00 27 PHOTO SURVEY LS 15,000.0000 15,000.00 0.000 0.00 28 VIBRATION MONITORING LS 31,500.0000 31,500.00 0.000 0.00 29 REMOVE CHAIN LINK FENCE M 10.0000 7,100.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 18.0000 27,000.00 648.800 11,678.40 31 REMOVE FLARED END SECTION EA 500.0000 500.00 0.000 0.00 32 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.5800 13,840.80 0.000 0.00 33 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.5800 5,277.20 0.000 0.00 STRIPE 34 REMOVE PAINTED TRAFFIC STRIPE M 1.3700 23,153.00 0.000 0.00 35 REMOVE PAVEMENT MARKING M2 26.2500 630.00 0.000 0.00 36 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3700 18,221.00 18,036.000 24,709.32 37 REMOVE PAVEMENT MARKER EA 1.0500 11,655.00 10,901.000 11,446.05 38 REMOVE CHANNELIZERS EA 50.0000 700.00 0.000 0.00 39 REMOVE ROADSIDE SIGN EA 125.0000 1,000.00 0.000 0.00 40 REMOVE SIGN STRUCTURE EA 3,325.0000 39,900.00 0.000 0.00 41 REMOVE BRIDGE MOUNTED SIGN EA 2,035.0000 4,070.00 0.000 0.00 42 REMOVE ASPHALT CONCRETE DIKE M 6.0000 1,980.00 0.000 0.00 43 REMOVE PIPE M 42.0000 36,960.00 0.000 0.00 44 REMOVE INLET EA 1,260.0000 88,200.00 0.000 0.00 45 REMOVE HEADWALL EA 735.0000 2,205.00 0.000 0.00 46 REMOVE RETAINING WALL M 250.0000 32,500.00 0.000 0.00 47 RECONSTRUCT METAL BEAM GUARD RAILING M 51.5500 1,031.00 0.000 0.00 48 RELOCATE ROADSIDE SIGN EA 250.0000 3,250.00 0.000 0.00 49 ADJUST INLET EA 1,575.0000 12,600.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 08:46 AM ESTIMATE NO. 05 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 33.0000 11,550.00 0.000 0.00 51 REMOVE CONCRETE CURB M 4.5000 27,900.00 0.000 0.00 52 REMOVE CONCRETE SIDEWALK M2 15.0000 10,350.00 0.000 0.00 53 REMOVE CONCRETE BARRIER M 14.6000 72,124.00 0.000 0.00 54 REMOVE CONCRETE BARRIER (TYPE K) M 12.0000 3,120.00 274.000 3,288.00 55 REMOVE SOUND WALL M2 22.0000 75,240.00 100.000 2,200.00 56 CAP INLET EA 1,260.0000 37,800.00 0.000 0.00 57 CAP MANHOLE EA 1,680.0000 1,680.00 0.000 0.00 58 BRIDGE REMOVAL (PORTION), LOCATION A LS 220,500.0000 220,500.00 0.000 0.00 59 BRIDGE REMOVAL (PORTION), LOCATION B LS 23,100.0000 23,100.00 0.000 0.00 60 BRIDGE REMOVAL (PORTION), LOCATION C LS 78,750.0000 78,750.00 0.000 0.00 61 BRIDGE REMOVAL (PORTION), LOCATION D LS 89,250.0000 89,250.00 0.000 0.00 62 BRIDGE REMOVAL (PORTION), LOCATION E LS 15,750.0000 15,750.00 0.000 0.00 63 BRIDGE REMOVAL (PORTION), LOCATION F LS 105,000.0000 105,000.00 0.000 0.00 64 BRIDGE REMOVAL (PORTION), LOCATION G LS 551,250.0000 551,250.00 0.000 0.00 65 BRIDGE REMOVAL (PORTION), LOCATION H LS 26,250.0000 26,250.00 0.000 0.00 66 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 0.200 80,000.00 67 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.000 0.00 68 ROADWAY EXCAVATION M3 24.1500 895,965.00 0.000 0.00 69 ROADWAY EXCAVATION (TYPE Z-3) M3 175.0000 89,250.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 70 ROADWAY EXCAVATION (TYPE Y-1) M3 19.0000 18,050.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 71 ROADWAY EXCAVATION (TYPE Y-2) M3 22.0000 214,280.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 72 LEAD COMPLIANCE PLAN LS 11,000.0000 11,000.00 0.000 0.00 73 STRUCTURE EXCAVATION (BRIDGE) M3 38.0000 112,936.00 0.000 0.00 F) 74 STRUCTURE EXCAVATION (CRIB WALL) M3 60.0000 240.00 0.000 0.00 F) 75 STRUCTURE EXCAVATION (RETAINING WALL) M3 47.0000 50,506.20 0.000 0.00 F) 76 STRUCTURE EXCAVATION (TYPE Z-3) M3 190.0000 33,440.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 4 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 08:46 AM ESTIMATE NO. 05 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE EXCAVATION (TYPE Y-1) M3 27.0000 13,176.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 78 STRUCTURE EXCAVATION (TYPE Y-2) M3 23.0000 215,464.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 79 STRUCTURE BACKFILL (BRIDGE) M3 63.0000 204,624.00 0.000 0.00 F) 80 STRUCTURE BACKFILL (CRIB WALL) M3 35.5000 44,375.00 0.000 0.00 F) 81 STRUCTURE BACKFILL (RETAINING WALL) M3 45.5000 157,862.25 0.000 0.00 F) 82 STRUCTURE BACKFILL (AUSTIN VAULT & GSRD) M3 46.0000 60,605.00 0.000 0.00 F) 83 SAND BACKFILL M3 165.0000 9,900.00 0.000 0.00 84 DITCH EXCAVATION M3 25.0000 6,000.00 0.000 0.00 85 EARTH RETAINING STRUCTURE M2 411.0000 750,075.00 0.000 0.00 F) (MECHANICALLY STABILIZED EARTH WALL) 86 IMPORTED BORROW M3 0.5000 1,750.00 0.000 0.00 87 HANDLING OF POTENTIALLY CONTAMINATED LS 20,000.0000 20,000.00 0.000 0.00 MATERIALS (SOIL) 88 HIGHWAY PLANTING LS 160,600.0000 160,600.00 0.000 0.00 89 ROCK BLANKET M2 72.4500 32,602.50 0.000 0.00 90 EROSION CONTROL (TYPE D) M2 1.1000 3,872.00 0.000 0.00 91 PLANT ESTABLISHMENT WORK LS 19,530.0000 19,530.00 0.000 0.00 92 IRRIGATION SYSTEM LS 261,590.0000 261,590.00 0.010 2,615.90 93 NPS 3.5 SUPPLY LINE (BRIDGE) M 220.0000 69,520.00 0.000 0.00 F) 94 NPS 6 SUPPLY LINE (BRIDGE) M 275.0000 14,300.00 0.000 0.00 F) 95 200 MM CORRUGATED HIGH DENSITY M 155.4000 3,729.60 0.000 0.00 POLYETHYLENE PIPE CONDUIT 96 200 MM WELDED STEEL PIPE CONDUIT M 386.4000 9,273.60 0.000 0.00 (6.35 MM THICK) 97 AGGREGATE BASE (APPROACH SLAB) M3 300.0000 2,400.00 0.000 0.00 98 CLASS 3 AGGREGATE BASE M3 26.5000 434,600.00 0.000 0.00 99 LEAN CONCRETE BASE M3 108.7000 988,083.00 0.000 0.00 00 LEAN CONCRETE BASE (RAPID SETTING) M3 150.0000 1,012,500.00 0.000 0.00 01 HOT MIX ASPHALT (TYPE B) TONN 94.0000 555,540.00 0.000 0.00 02 GEOSYNTHETIC PAVEMENT INTERLAYER M2 1.0000 9,760.00 0.000 0.00 03 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 5.5000 544.50 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 08:46 AM ESTIMATE NO. 05 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 5.5000 6,490.00 0.000 0.00 05 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 5.5000 5,775.00 0.000 0.00 06 PLACE HOT MIX ASPHALT M2 56.7000 23,814.00 0.000 0.00 (MISCELLANEOUS AREA) 07 TACK COAT TONN 750.0000 3,750.00 0.000 0.00 08 JOINTED PLAIN CONCRETE PAVEMENT M3 171.0000 3,420,000.00 0.000 0.00 09 CONCRETE PAVEMENT M3 341.5000 754,715.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 10 SEAL PAVEMENT JOINT M 14.6000 343,100.00 0.000 0.00 11 SEAL LONGITUDINAL ISOLATION JOINT M 28.4000 394,760.00 0.000 0.00 12 TIE BAR (DRILL AND BOND) EA 12.7500 48,577.50 0.000 0.00 13 REPAIR SPALLED JOINTS M2 1,500.0000 1,500.00 0.000 0.00 14 GRIND EXISTING CONCRETE M2 7.9000 99,540.00 9,320.400 73,631.16 PAVEMENT 15 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 185.0000 534,317.00 0.000 0.00 PILING 16 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 230.0000 860,108.00 0.000 0.00 PILING 17 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 485.0000 14,550.00 0.000 0.00 PILING 18 FURNISH PILING (CLASS 625) M 151.0000 78,671.00 0.000 0.00 (ALTERNATIVE W) 19 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 920.0000 33,120.00 0.000 0.00 20 FURNISH PILING (CLASS 400) M 139.3000 1,445,516.10 0.000 0.00 (ALTERNATIVE W) 21 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 920.0000 664,240.00 0.000 0.00 22 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 258.0000 453,564.00 0.000 0.00 F) 23 STRUCTURAL CONCRETE, BRIDGE M3 642.0000 3,981,684.00 0.000 0.00 F) 24 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 979,825.00 0.000 0.00 F) 25 STRUCTURAL CONCRETE, BARRIER SLAB M3 497.0000 201,782.00 0.000 0.00 F) 26 STRUCTURAL CONCRETE, APPROACH SLAB M3 597.0000 230,442.00 0.000 0.00 F) (TYPE N) 27 STRUCTURAL CONCRETE, APPROACH SLAB M3 609.0000 46,893.00 0.000 0.00 (TYPE R) 28 STRUCTURAL CONCRETE, APPROACH SLAB M3 628.0000 142,556.00 0.000 0.00 (TYPE N MODIFIED) 29 STRUCTURAL CONCRETE M3 464.0000 456,158.40 0.000 0.00 F) (AUSTIN VAULT & GSRD) 30 CLASS 1 CONCRETE (BOX CULVERT) M3 945.0000 79,096.50 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 08:46 AM ESTIMATE NO. 05 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MINOR CONCRETE (MINOR STRUCTURE) M3 2,200.0000 552,860.00 0.000 0.00 F) 32 MINOR CONCRETE (BACKFILL) M3 305.0000 27,450.00 0.000 0.00 33 MINOR CONCRETE (PILE CAP) M3 690.0000 4,830.00 0.000 0.00 F) 34 FRACTURED RIB TEXTURE M2 25.0000 26,275.00 0.000 0.00 F) 35 DRILL AND BOND DOWEL M 80.0000 88,160.00 0.000 0.00 36 FURNISH PRECAST PRESTRESSED CONCRETE EA 20,520.0000 41,040.00 0.000 0.00 GIRDER (15 M - 20 M) 37 ERECT PRECAST PRESTRESSED CONCRETE EA 3,920.0000 7,840.00 0.000 0.00 GIRDER 38 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 607.5000 103,275.00 0.000 0.00 39 REINFORCED CONCRETE CRIB WALL (TYPE B) M2 672.0000 50,400.00 0.000 0.00 40 REINFORCED CONCRETE CRIB WALL (TYPE C) M2 789.0000 142,020.00 0.000 0.00 41 REFINISH BRIDGE DECK M2 400.0000 185,200.00 0.000 0.00 42 CORE CONCRETE (0 - 50 MM) M 125.0000 1,125.00 0.000 0.00 43 CORE CONCRETE (101 MM - 150 MM) M 160.0000 22,560.00 0.000 0.00 44 CORE CONCRETE (251 MM - 300 MM) M 500.0000 500.00 0.000 0.00 45 SOUND WALL (RIBBED STEEL PANEL) M2 140.0000 48,580.00 0.000 0.00 F) 46 SOUND WALL (MASONRY BLOCK) M2 161.5000 752,945.30 0.000 0.00 F) 47 JOINT SEAL (MR 13 MM) M 131.0000 25,676.00 0.000 0.00 48 JOINT SEAL (MR 25 MM) M 155.0000 89,435.00 0.000 0.00 49 JOINT SEAL (MR 40 MM) M 302.0000 18,724.00 0.000 0.00 50 BAR REINFORCING STEEL (BRIDGE) KG 2.1700 1,756,723.50 0.000 0.00 F) 51 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3600 185,090.79 0.000 0.00 F) 52 BAR REINFORCING STEEL (BOX CULVERT) KG 2.2000 12,980.00 0.000 0.00 F) 53 BAR REINFORCING STEEL KG 2.1600 234,625.90 0.000 0.00 F) (AUSTIN VAULT & GSRD) 54 HEADED BAR REINFORCEMENT EA 22.0000 47,212.00 0.000 0.00 F) 55 ASPHALT MEMBRANE WATERPROOFING M2 68.2500 5,391.75 0.000 0.00 F) 56 FURNISH STRUCTURAL STEEL (BRIDGE) KG 3.6000 5,627,880.00 0.000 0.00 F) 57 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.4600 719,118.00 0.000 0.00 F) PROGRAM CAS145 PAGE 7 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 08:46 AM ESTIMATE NO. 05 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 STAINLESS STEEL (GSRD) INCLINED KG 51.3000 24,172.56 0.000 0.00 F) (TYPE 2) 59 FURNISH SIGN STRUCTURE (TRUSS) KG 5.4500 1,088,642.95 0.000 0.00 F) 60 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 59,925.30 0.000 0.00 F) 61 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 106.0000 55,120.00 0.000 0.00 62 FURNISH SINGLE SHEET ALUMINUM SIGN M2 81.0000 4,293.00 0.000 0.00 (1.6 MM-UNFRAMED) 63 FURNISH SINGLE SHEET ALUMINUM SIGN M2 87.0000 1,305.00 0.000 0.00 (2.0 MM-UNFRAMED) 64 FURNISH SINGLE SHEET ALUMINUM SIGN M2 124.0000 496.00 0.000 0.00 (1.6 MM-FRAMED) 65 1372 MM CAST-IN-DRILLED-HOLE M 1,850.0000 44,400.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 66 1524 MM CAST-IN-DRILLED-HOLE M 1,766.0000 247,240.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 67 METAL (BARRIER MOUNTED SIGN) KG 7.5000 18,600.00 0.000 0.00 68 ROADSIDE SIGN - ONE POST EA 400.0000 1,200.00 0.000 0.00 69 ROADSIDE SIGN - TWO POST EA 800.0000 1,600.00 0.000 0.00 70 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,600.00 0.000 0.00 METHOD) 71 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 2,800.00 0.000 0.00 72 ABUTMENT LUMBER BLOCKING M3 3,915.0000 11,745.00 0.000 0.00 F) 73 CLEAN AND PAINT STRUCTURAL STEEL LS 909,700.0000 909,700.00 0.000 0.00 74 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 843.0000 42,993.00 0.000 0.00 75 WORK AREA MONITORING LS 67,725.0000 67,725.00 0.000 0.00 76 300 MM PLASTIC PIPE M 70.0000 16,100.00 0.000 0.00 77 450 MM REINFORCED CONCRETE PIPE M 217.0000 169,260.00 0.000 0.00 78 600 MM REINFORCED CONCRETE PIPE M 237.0000 203,820.00 0.000 0.00 79 450 MM SLOTTED CORRUGATED STEEL PIPE M 233.0000 44,270.00 0.000 0.00 (1.63 MM THICK) 80 150 MM PERFORATED UNDERDRAIN PIPE M 20.5000 7,380.00 0.000 0.00 (AUSTIN VAULT) 81 150 MM NON-PERFORATED UNDERDRAIN PIPE M 52.3000 4,497.80 0.000 0.00 (AUSTIN VAULT) 82 PERMEABLE MATERIAL (AUSTIN VAULT) M3 51.5000 15,965.00 0.000 0.00 83 SAND BED (AUSTIN VAULT) M3 45.5000 15,470.00 0.000 0.00 84 1200 MM CORRUGATED STEEL PIPE RISER M 750.0000 1,350.00 0.000 0.00 (2.77 MM THICK) PROGRAM CAS145 PAGE 8 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 08:46 AM ESTIMATE NO. 05 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 450 MM STEEL FLARED END SECTION EA 525.0000 525.00 0.000 0.00 86 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,890.0000 1,512.00 0.000 0.00 87 ROCK SLOPE PROTECTION M3 270.0000 2,268.00 0.000 0.00 (FACING, METHOD B) 88 SLOPE PAVING (STAMPED CONCRETE) M2 124.0000 285,200.00 0.000 0.00 F) 89 GABION M3 165.0000 7,425.00 0.000 0.00 90 MINOR CONCRETE (GUTTER LINING) M3 275.0000 7,700.00 0.000 0.00 91 FILTER FABRIC (AUSTIN VAULT) M2 1.9500 1,618.50 0.000 0.00 92 ROCK SLOPE PROTECTION FABRIC M2 5.2500 120.75 0.000 0.00 93 MINOR CONCRETE (CURB) M3 800.0000 9,600.00 0.000 0.00 94 MINOR CONCRETE (GUTTER) M3 800.0000 12,000.00 0.000 0.00 F) 95 MINOR CONCRETE (SIDEWALK) M3 500.0000 180,100.00 0.000 0.00 F) 96 MINOR CONCRETE (TEXTURED PAVING) M2 67.6000 129,792.00 0.000 0.00 97 MISCELLANEOUS IRON AND STEEL KG 3.3500 98,999.20 0.000 0.00 F) 98 MISCELLANEOUS METAL KG 21.5000 258,000.00 0.000 0.00 F) (RESTRAINER - CABLE TYPE) 99 MISCELLANEOUS METAL (BRIDGE) KG 18.3500 725,026.85 0.000 0.00 F) 00 BRIDGE DECK DRAINAGE SYSTEM KG 21.9000 1,000,392.00 0.000 0.00 F) 01 MISCELLANEOUS METAL KG 53.0000 34,609.00 0.000 0.00 F) (AUSTIN VAULT & GSRD) 02 CHAIN LINK FENCE (TYPE CL-1.8) M 123.9000 743.40 0.000 0.00 03 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 620.0000 620.00 0.000 0.00 04 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 645.0000 1,935.00 0.000 0.00 05 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 865.0000 7,785.00 0.000 0.00 06 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 970.0000 3,880.00 0.000 0.00 07 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,035.0000 2,070.00 0.000 0.00 08 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,140.0000 5,700.00 0.000 0.00 09 7.6 M CHAIN LINK GATE (TYPE CL-2.4) EA 2,125.0000 2,125.00 0.000 0.00 10 12.0 M CHAIN LINK GATE (TYPE CL-2.4) EA 2,600.0000 5,200.00 0.000 0.00 11 INSTALL MEDIAN MILEAGE PANEL EA 125.0000 3,750.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 08:46 AM ESTIMATE NO. 05 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 METAL BEAM GUARD RAILING M 66.3000 98,124.00 0.000 0.00 13 CHAIN LINK RAILING (TYPE 3L) M 372.2500 335,025.00 0.000 0.00 F) 14 CHAIN LINK RAILING (TYPE 7) M 192.9000 92,977.80 0.000 0.00 F) 15 PIPE HANDRAILING (POST TYPE) M 81.2500 10,887.50 0.000 0.00 F) 16 CABLE RAILING M 27.4500 41,098.14 0.000 0.00 F) 17 TRANSITION RAILING (TYPE WB) EA 3,160.0000 47,400.00 0.000 0.00 18 END CAP (TYPE A) EA 155.0000 1,395.00 0.000 0.00 19 END ANCHOR ASSEMBLY (TYPE SFT) EA 620.0000 3,720.00 0.000 0.00 20 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,585.0000 10,340.00 0.000 0.00 21 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,190.0000 10,950.00 0.000 0.00 22 CRASH CUSHION (REACT 9CBB) EA 54,400.0000 108,800.00 0.000 0.00 23 CRASH CUSHION (REACT 9SCBS) EA 56,000.0000 224,000.00 0.000 0.00 24 CONCRETE BARRIER (TYPE 736R MODIFIED) M 177.0000 33,630.00 0.000 0.00 F) 25 CONCRETE BARRIER (TYPE 60C MODIFIED) M 191.0000 19,673.00 0.000 0.00 F) 26 CONCRETE BARRIER (TYPE 60) M 100.0000 19,000.00 0.000 0.00 27 CONCRETE BARRIER (TYPE 60A) M 134.0000 45,158.00 0.000 0.00 F) 28 CONCRETE BARRIER (TYPE 60C) M 147.0000 383,552.40 0.000 0.00 F) 29 CONCRETE BARRIER (TYPE 60A.3) M 469.0000 10,318.00 0.000 0.00 F) 30 CONCRETE BARRIER (TYPE 60A.2) M 237.0000 5,925.00 0.000 0.00 F) 31 CONCRETE BARRIER (TYPE 742 MOD-1) M 153.0000 76,500.00 0.000 0.00 F) 32 CONCRETE BARRIER (TYPE 732 MODIFIED) M 157.0000 22,922.00 0.000 0.00 F) 33 CONCRETE BARRIER (TYPE 60W) M 263.0000 502,330.00 0.000 0.00 34 CONCRETE BARRIER (TYPE 60W MOD) M 231.0000 254,100.00 0.000 0.00 35 CONCRETE BARRIER (TYPE 60R) M 319.0000 98,890.00 0.000 0.00 36 CONCRETE BARRIER (TYPE 736 MODIFIED) M 187.0000 64,328.00 0.000 0.00 F) 37 CONCRETE BARRIER (TYPE 60K) M 150.0000 42,000.00 0.000 0.00 F) 38 CONCRETE BARRIER (TYPE 736B) M 297.0000 3,564.00 0.000 0.00 F) PROGRAM CAS145 PAGE 10 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 08:46 AM ESTIMATE NO. 05 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CONCRETE BARRIER (TYPE 736A MODIFIED) M 220.0000 83,820.00 0.000 0.00 F) 40 CONCRETE BARRIER (TYPE 736SV MODIFIED) M 523.0000 6,276.00 0.000 0.00 F) 41 CONCRETE BARRIER (TYPE 736SV) M 393.0000 366,118.80 0.000 0.00 F) 42 CONCRETE BARRIER (TYPE 742 MODIFIED) M 162.0000 167,184.00 0.000 0.00 F) 43 THERMOPLASTIC PAVEMENT MARKING M2 42.0000 10,500.00 0.000 0.00 44 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2600 47,502.00 0.000 0.00 45 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.1500 8,347.50 0.000 0.00 46 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 6,111.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 47 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 3,297.00 0.000 0.00 (BROKEN 11.00 M - 3.50 M) 48 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7900 22,989.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 49 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7900 22.91 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 50 PAINT TRAFFIC STRIPE (2-COAT) M 0.5300 32,595.00 37,517.000 19,884.01 51 PAINT PAVEMENT MARKING M2 36.7500 882.00 11.700 429.98 52 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5800 12,892.80 268.000 423.44 53 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7000 28,194.00 670.000 2,479.00 54 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,500.0000 10,500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 55 LIGHTING (TEMPORARY) LS 210,000.0000 210,000.00 0.128 26,880.00 56 LIGHTING LS 157,500.0000 157,500.00 0.000 0.00 57 FLASHING BEACON LS 10,500.0000 10,500.00 0.000 0.00 58 SPRINKLER CONTROL CONDUIT (BRIDGE) LS 26,250.0000 26,250.00 0.000 0.00 59 ELECTRIC SERVICE (IRRIGATION) LS 21,000.0000 21,000.00 0.000 0.00 60 MODIFY TRAFFIC MONITORING STATION LS 15,750.0000 15,750.00 0.000 0.00 61 TEMPORARY TRAFFIC MONITORING STATION LS 26,250.0000 26,250.00 0.000 0.00 62 MODIFY RAMP METERING SYSTEM LS 262,500.0000 262,500.00 0.000 0.00 63 TEMPORARY RAMP METERING SYSTEM LS 105,000.0000 105,000.00 0.040 4,200.00 64 MODIFY LIGHTING AND SIGN ILLUMINATION LS 735,000.0000 735,000.00 0.000 0.00 65 MODIFY COMMUNICATION SYSTEM LS 761,250.0000 761,250.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 08:46 AM ESTIMATE NO. 05 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 26,250.0000 26,250.00 0.000 0.00 (LOCATION GS271) 67 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 21,000.0000 21,000.00 0.000 0.00 (LOCATION GS278) 68 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 26,250.0000 26,250.00 0.000 0.00 (LOCATION GS288) 69 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 26,250.0000 26,250.00 0.000 0.00 (LOCATION GS290) 70 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 26,250.0000 26,250.00 0.000 0.00 (LOCATION GS269) 71 MODIFY CHANGEABLE MESSAGE SIGN LS 15,750.0000 15,750.00 0.000 0.00 (LOCATION NO. 40) 72 MODIFY DATA NODE (LOCATION GS269) LS 10,500.0000 10,500.00 0.000 0.00 73 MODIFY VIDEO NODE (LOCATION GS269) LS 15,750.0000 15,750.00 0.000 0.00 74 SYSTEM TESTING AND DOCUMENTATION LS 31,500.0000 31,500.00 0.000 0.00 75 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 76 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 08:46 AM ESTIMATE NO. 05 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 46,000.00 760,545.66 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 5,225.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 46,000.00 765,770.66 77 MOBILIZATION LS 1400,000.0000 1,400,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 51,472,594.55 TOTAL WORK COMPLETED 46,000.00 765,770.66 MATERIALS ON HAND ON SITE 1,121,569.20 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 46,000.00 1,887,339.86 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 12/20/10 870 02/14/11 02/14/11 02/21/14 108 1 0 0 1% 12% PROGRESS IS SATISFACTORY KWAN, KIN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/11