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 11/22/10 EST. NO.01 TIME 02:58 PM R.E. NAME: CAO, RODOLFO 07-1218V4 --------------------------------------------------------------------------- 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 11/22/10 EST. NO.01 TIME 02:58 PM R.E. NAME: CAO, RODOLFO 07-1218V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/22/10 LOCATION PROGRESS ESTIMATE 07-LA-5-31.6/36.0 ----------------- SECURITY PAVING COMPANY INC IN LOS ANGELES COUNTY IN BURBANK P O BOX 1489 0.3 KM SOUTH OF COHASSET STREET SUN VALLEY CA 913531489 UNDERCROSSING TO 0.1 KM NORTH OF SHELDON STREET OVERCROSSING FED. AID NO. SARR-005 -3(29)N ,AL-005 -3(29)N ,CMLN-6207(56) 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 0.200 1,000.00 0.200 1,000.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,500,000.00 0.000 0.00 04 TEMPORARY FENCE (TYPE CL-2.4, SLATTED) M 48.7500 160,875.00 0.000 0.00 05 CONSTRUCTION SITE MANAGEMENT LS 85,000.0000 85,000.00 0.000 0.00 06 PREPARE STORM WATER POLLUTION LS 1,750.0000 1,750.00 0.000 0.00 PREVENTION PLAN 07 TEMPORARY MULCH M3 35.5000 85,200.00 0.000 0.00 08 TEMPORARY FIBER ROLL M 7.0000 28,000.00 0.000 0.00 09 TEMPORARY SILT FENCE M 6.5000 13,000.00 0.000 0.00 10 TEMPORARY GRAVEL BAG BERM M 9.0000 9,000.00 0.000 0.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 48,000.00 0.000 0.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 2,300.0000 29,900.00 0.000 0.00 13 TEMPORARY COVER M2 2.0000 20,000.00 0.000 0.00 14 MOVE-IN/MOVE-OUT EA 875.0000 5,250.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 15 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 6,250.00 0.000 0.00 16 STREET SWEEPING LS 115,000.0000 115,000.00 0.000 0.00 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 0.000 0.00 18 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.000 0.00 19 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.000 0.00 20 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,850.00 0.000 0.00 21 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,000.0000 12,000.00 0.000 0.00 22 TEMPORARY RAILING (TYPE K) M 33.9000 833,940.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 190.0000 66,500.00 0.000 0.00 24 ABANDON PIPELINE EA 2,045.0000 4,090.00 0.000 0.00 25 REMOVE CHAIN LINK FENCE M 10.0000 13,300.00 0.000 0.00 26 REMOVE GATE EA 300.0000 300.00 0.000 0.00 27 REMOVE METAL BEAM GUARD RAILING M 22.0000 32,120.00 0.000 0.00 28 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 0.7200 19,872.00 0.000 0.00 STRIPE 29 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.7200 20,376.00 0.000 0.00 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.2500 845.50 0.000 0.00 31 REMOVE PAVEMENT MARKER EA 0.8000 25,680.00 0.000 0.00 32 REMOVE ROADSIDE SIGN EA 75.0000 2,700.00 0.000 0.00 33 REMOVE SIGN STRUCTURE EA 2,200.0000 37,400.00 0.000 0.00 34 REMOVE ASPHALT CONCRETE M2 50.0000 1,300.00 0.000 0.00 35 REMOVE ASPHALT CONCRETE DIKE M 8.0000 2,000.00 0.000 0.00 36 REMOVE PIPE M 39.0000 19,890.00 0.000 0.00 37 REMOVE INLET EA 750.0000 30,750.00 0.000 0.00 38 REMOVE RETAINING WALL M 125.0000 4,250.00 0.000 0.00 39 REMOVE RETAINING WALL (PORTION) LS 2,500.0000 2,500.00 0.000 0.00 40 REMOVE CONCRETE DECK SURFACE M2 25.0000 4,125.00 0.000 0.00 41 RECONSTRUCT CHAIN LINK FENCE M 60.4000 7,912.40 0.000 0.00 42 ADJUST INLET EA 1,550.0000 35,650.00 0.000 0.00 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6500 150,315.00 0.000 0.00 44 REMOVE CONCRETE M3 80.0000 12,000.00 0.000 0.00 45 REMOVE CONCRETE CURB M 3.5000 11,760.00 0.000 0.00 46 REMOVE CONCRETE (CURB AND GUTTER) M 6.0000 6,000.00 0.000 0.00 47 REMOVE CONCRETE BARRIER M 15.6000 111,384.00 0.000 0.00 48 PREPARE CONCRETE BRIDGE DECK SURFACE M2 25.4500 4,199.25 0.000 0.00 49 REMOVE CONCRETE (STAMPED CONCRETE) M3 75.0000 975.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE (MISCELLANEOUS) M3 300.0000 1,500.00 0.000 0.00 51 REMOVE SOUND WALL M2 28.0000 313,600.00 0.000 0.00 52 CAP INLET EA 1,165.0000 16,310.00 0.000 0.00 53 REMOVE CRASH CUSHION EA 500.0000 1,000.00 0.000 0.00 54 BRIDGE REMOVAL (PORTION), LOCATION A LS 22,150.0000 22,150.00 0.000 0.00 55 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,650.0000 25,650.00 0.000 0.00 56 BRIDGE REMOVAL (PORTION), LOCATION C LS 95,400.0000 95,400.00 0.000 0.00 57 BRIDGE REMOVAL (PORTION), LOCATION D LS 2,500.0000 2,500.00 0.000 0.00 58 BRIDGE REMOVAL (PORTION), LOCATION E LS 19,800.0000 19,800.00 0.000 0.00 59 BRIDGE REMOVAL (PORTION), LOCATION F LS 19,400.0000 19,400.00 0.000 0.00 60 CLEARING AND GRUBBING LS 350,000.0000 350,000.00 0.000 0.00 61 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.000 0.00 62 ROADWAY EXCAVATION M3 19.0000 972,800.00 0.000 0.00 63 ROADWAY EXCAVATION (TYPE Z-3) M3 165.0000 56,100.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 64 ROADWAY EXCAVATION (TYPE Y-1) M3 28.9000 141,610.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 65 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.000 0.00 66 STRUCTURE EXCAVATION M3 25.0000 19,050.00 0.000 0.00 F) 67 STRUCTURE EXCAVATION (BRIDGE) M3 83.0000 82,502.00 0.000 0.00 F) 68 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.9000 249,507.57 0.000 0.00 F) 69 STRUCTURE EXCAVATION (TYPE Z-3) M3 190.0000 21,318.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 70 STRUCTURE EXCAVATION (TYPE Y-1) M3 21.5500 128,858.23 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 71 STRUCTURE EXCAVATION (TYPE Y-2) M3 23.4000 36,691.20 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 72 STRUCTURE BACKFILL M3 30.0000 10,350.00 0.000 0.00 F) 73 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 99,600.00 0.000 0.00 F) 74 STRUCTURE BACKFILL (RETAINING WALL) M3 26.0000 657,038.20 0.000 0.00 F) 75 PERVIOUS BACKFILL MATERIAL (RETAINING M3 85.0000 109,106.00 0.000 0.00 F) WALL) 76 SAND BACKFILL M3 252.0000 3,024.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DITCH EXCAVATION M3 31.0000 15,500.00 0.000 0.00 78 IMPORTED BORROW M3 0.5000 7,950.00 0.000 0.00 79 HIGHWAY PLANTING LS 218,530.0000 218,530.00 0.000 0.00 80 PRUNE EXISTING PLANTS LS 7,210.0000 7,210.00 0.000 0.00 81 EROSION CONTROL (TYPE D) M2 3.7000 2,849.00 0.000 0.00 82 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 424.0000 2,544.00 0.000 0.00 83 MAINTAIN EXISTING PLANTED AREAS LS 3,180.0000 3,180.00 0.000 0.00 84 PLANT ESTABLISHMENT WORK LS 45,160.0000 45,160.00 0.000 0.00 85 MAINTAIN EXISTING IRRIGATION FACILITIES LS 3,815.0000 3,815.00 0.000 0.00 86 IRRIGATION SYSTEM LS 358,785.0000 358,785.00 0.000 0.00 87 NPS 2.5 SUPPLY LINE (BRIDGE) M 245.0000 22,050.00 0.000 0.00 88 NPS 3 SUPPLY LINE (BRIDGE) M 260.0000 26,780.00 0.000 0.00 89 IRRIGATION SLEEVE M 21.2000 6,360.00 0.000 0.00 90 200 MM WELDED STEEL PIPE CONDUIT M 440.0000 27,720.00 0.000 0.00 (6.35 MM THICK) 91 AGGREGATE BASE (APPROACH SLAB) M3 350.0000 17,850.00 0.000 0.00 F) 92 CLASS 3 AGGREGATE BASE M3 23.0000 506,000.00 0.000 0.00 93 LEAN CONCRETE BASE M3 90.7000 1,206,310.00 0.000 0.00 94 LEAN CONCRETE BASE (RAPID SETTING) M3 313.0000 669,820.00 0.000 0.00 95 CRACK TREATMENT LNKM 3,450.0000 69,000.00 0.000 0.00 96 HOT MIX ASPHALT (TYPE B) TONN 77.3500 269,178.00 0.000 0.00 97 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 94.9500 1,281,825.00 0.000 0.00 98 GEOSYNTHETIC PAVEMENT INTERLAYER M2 1.8000 13,608.00 0.000 0.00 99 DATA CORE LS 4,000.0000 4,000.00 0.000 0.00 00 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 9.3000 288.30 0.000 0.00 01 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 9.3000 6,417.00 0.000 0.00 02 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 9.3000 1,302.00 0.000 0.00 03 TACK COAT TONN 788.0000 73,284.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINTED PLAIN CONCRETE PAVEMENT M3 177.0000 4,672,800.00 0.000 0.00 05 REPLACE CONCRETE PAVEMENT M3 366.0000 5,416,800.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 06 CONCRETE PAVEMENT M3 459.0000 73,440.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 07 SEAL PAVEMENT JOINT M 10.4200 410,548.00 0.000 0.00 08 SEAL LONGITUDINAL ISOLATION JOINT M 24.1000 829,040.00 0.000 0.00 09 DOWEL BAR (DRILL AND BOND) EA 12.7500 562,275.00 0.000 0.00 10 REPAIR SPALLED JOINTS M2 500.0000 630,000.00 0.000 0.00 11 SEAL JOINT (EXISTING CONCRETE PAVEMENT) M 6.4900 560,087.00 0.000 0.00 12 GRIND EXISTING CONCRETE M2 4.3300 762,080.00 0.000 0.00 PAVEMENT 13 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 129.0000 789,480.00 0.000 0.00 PILING 14 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 187.0000 7,480.00 0.000 0.00 PILING 15 FURNISH PILING (CLASS 900) M 168.0000 39,144.00 0.000 0.00 (ALTERNATIVE W) 16 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,961.0000 41,181.00 0.000 0.00 17 FURNISH PILING (CLASS 625) M 153.0000 30,600.00 0.000 0.00 (ALTERNATIVE W) 18 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,802.0000 28,832.00 0.000 0.00 19 FURNISH PILING (CLASS 400) M 142.0000 129,220.00 0.000 0.00 (ALTERNATIVE W) 20 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 1,696.0000 117,024.00 0.000 0.00 21 PRESTRESSING LS 43,500.0000 43,500.00 0.000 0.00 22 PRESTRESSING (TRANSVERSE) LS 16,400.0000 16,400.00 0.000 0.00 23 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 555.0000 144,300.00 0.000 0.00 F) 24 STRUCTURAL CONCRETE, BRIDGE M3 879.0000 1,125,120.00 0.000 0.00 F) 25 STRUCTURAL CONCRETE, RETAINING WALL M3 451.0000 3,303,575.00 0.000 0.00 F) 26 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,005.0000 107,535.00 0.000 0.00 F) (TYPE N) 27 STRUCTURAL CONCRETE, APPROACH SLAB M3 955.0000 479,410.00 0.000 0.00 F) (TYPE R) 28 GROSS SOLIDS REMOVAL DEVICE (GSRD) EA 66,200.0000 198,600.00 0.000 0.00 29 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 382,880.00 0.000 0.00 F) 30 MINOR CONCRETE (CONCRETE DRAIN) M3 715.0000 107,250.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MINOR CONCRETE (SOUND WALL) M3 330.0000 693,000.00 0.000 0.00 32 PAVING NOTCH EXTENSION M3 4,800.0000 62,400.00 0.000 0.00 F) 33 FRACTURED RIB TEXTURE M2 19.5000 326,987.70 0.000 0.00 F) 34 DRILL AND BOND DOWEL M 55.0000 45,100.00 0.000 0.00 35 CLEAN EXPANSION JOINT M 20.0000 10,600.00 0.000 0.00 F) 36 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,785.0000 78,280.00 0.000 0.00 GIRDER (20 M - 25 M) 37 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,957.0000 71,742.00 0.000 0.00 GIRDER (25 M - 30 M) 38 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,195.0000 36,390.00 0.000 0.00 BOX GIRDER (20 M - 25 M) 39 ERECT PRECAST PRESTRESSED CONCRETE EA 1,922.0000 26,908.00 0.000 0.00 GIRDER 40 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 774.0000 1,548.00 0.000 0.00 GIRDER 41 REFINISH BRIDGE DECK M2 400.0000 2,800.00 0.000 0.00 42 FURNISH POLYESTER CONCRETE OVERLAY M3 3,286.0000 19,716.00 0.000 0.00 43 PLACE POLYESTER CONCRETE OVERLAY M2 84.8000 13,992.00 0.000 0.00 F) 44 CORE CONCRETE (0 - 50 MM) M 100.0000 1,200.00 0.000 0.00 45 CORE CONCRETE (51 MM - 100 MM) M 200.0000 600.00 0.000 0.00 46 SOUND WALL (MASONRY BLOCK) M2 159.4000 3,348,212.94 0.000 0.00 F) 47 JOINT SEAL (TYPE AL) M 104.3000 7,405.30 0.000 0.00 48 JOINT SEAL (MR 13 MM) M 88.2000 32,545.80 0.000 0.00 F) 49 JOINT SEAL (MR 25 MM) M 130.3000 44,171.70 0.000 0.00 F) 50 JOINT SEAL (MR 50 MM) M 360.5000 23,432.50 0.000 0.00 51 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 413,490.00 0.000 0.00 F) 52 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7100 735,436.12 0.000 0.00 F) 53 HEADED BAR REINFORCEMENT EA 54.3000 9,991.20 0.000 0.00 54 FURNISH STRUCTURAL STEEL (BRIDGE) KG 4.3100 298,683.00 0.000 0.00 F) 55 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.6600 45,738.00 0.000 0.00 F) 56 FURNISH SIGN STRUCTURE (TRUSS) KG 6.8600 1,873,568.90 0.000 0.00 F) 57 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 109,246.00 0.000 0.00 F) PROGRAM CAS145 PAGE 7 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 123.0000 72,570.00 0.000 0.00 59 FURNISH SINGLE SHEET ALUMINUM SIGN M2 96.0000 13,440.00 0.000 0.00 (1.6 MM-UNFRAMED) 60 FURNISH SINGLE SHEET ALUMINUM SIGN M2 102.0000 6,222.00 0.000 0.00 (2.0 MM-UNFRAMED) 61 1372 MM CAST-IN-DRILLED-HOLE M 1,970.0000 68,950.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 62 1524 MM CAST-IN-DRILLED-HOLE M 1,679.0000 321,024.80 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 63 METAL (BARRIER MOUNTED SIGN) KG 6.3000 29,610.00 0.000 0.00 64 METAL (WALL MOUNTED SIGN) KG 10.2500 15,375.00 0.000 0.00 65 ROADSIDE SIGN - ONE POST EA 318.0000 25,440.00 0.000 0.00 66 ROADSIDE SIGN - TWO POST EA 850.0000 1,700.00 0.000 0.00 67 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 159.0000 6,042.00 0.000 0.00 METHOD) 68 CLEAN AND PAINT STRUCTURAL STEEL LS 126,355.0000 126,355.00 0.000 0.00 69 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 7,562.0000 30,248.00 0.000 0.00 70 WORK AREA MONITORING LS 27,150.0000 27,150.00 0.000 0.00 71 300 MM PLASTIC PIPE M 108.0000 3,672.00 0.000 0.00 72 450 MM REINFORCED CONCRETE PIPE M 193.0000 5,211.00 0.000 0.00 73 600 MM REINFORCED CONCRETE PIPE M 194.0000 417,100.00 0.000 0.00 74 900 MM REINFORCED CONCRETE PIPE M 331.0000 10,261.00 0.000 0.00 75 JACKED 600 MM REINFORCED CONCRETE PIPE M 2,065.0000 289,100.00 0.000 0.00 (CLASS V) 76 450 MM CORRUGATED STEEL PIPE M 399.0000 3,990.00 0.000 0.00 (1.63 MM THICK) 77 450 MM SLOTTED CORRUGATED STEEL PIPE M 235.0000 84,600.00 0.000 0.00 (1.63 MM THICK) 78 80 MM PLASTIC PIPE M 125.0000 12,000.00 0.000 0.00 79 900 MM PRECAST CONCRETE PIPE MANHOLE M 550.0000 2,750.00 0.000 0.00 80 ROCK SLOPE PROTECTION M3 349.0000 2,512.80 0.000 0.00 (FACING, METHOD B) 81 SLOPE PAVING (CONCRETE) M3 500.0000 102,500.00 0.000 0.00 F) 82 ROCK SLOPE PROTECTION FABRIC M2 11.0000 242.00 0.000 0.00 83 MINOR CONCRETE (CURB AND SIDEWALK) M3 725.0000 7,830.00 0.000 0.00 84 MINOR CONCRETE (STAMPED CONCRETE) M2 68.3500 246,743.50 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 MINOR CONCRETE (CURB RAMP) M3 1,410.0000 18,330.00 0.000 0.00 86 CURB RAMP DETECTABLE WARNING SURFACE M2 520.0000 1,248.00 0.000 0.00 87 MISCELLANEOUS IRON AND STEEL KG 3.4500 99,184.05 0.000 0.00 F) 88 MISCELLANEOUS METAL KG 49.0000 21,560.00 0.000 0.00 F) (RESTRAINER - CABLE TYPE) 89 MISCELLANEOUS METAL (BRIDGE) KG 65.0000 125,450.00 0.000 0.00 F) 90 BRIDGE DECK DRAINAGE SYSTEM KG 12.4000 23,188.00 0.000 0.00 F) 91 CHAIN LINK GATE EA 1,165.0000 2,330.00 0.000 0.00 92 DELINEATOR (CLASS 1) EA 40.0000 3,520.00 0.000 0.00 93 INSTALL MEDIAN MILEAGE PANEL EA 125.0000 6,000.00 0.000 0.00 94 METAL BEAM GUARD RAILING M 80.5500 139,351.50 0.000 0.00 95 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 194.0000 66,930.00 0.000 0.00 F) 96 TRANSITION RAILING (TYPE WB) EA 3,075.0000 73,800.00 0.000 0.00 97 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 625.0000 3,125.00 0.000 0.00 98 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,438.0000 43,884.00 0.000 0.00 99 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,141.0000 17,128.00 0.000 0.00 00 CRASH CUSHION, SAND FILLED EA 500.0000 1,500.00 0.000 0.00 01 CRASH CUSHION (TYPE CAT) EA 5,300.0000 10,600.00 0.000 0.00 02 CRASH CUSHION (REACT 9SCBS) EA 53,275.0000 106,550.00 0.000 0.00 03 CONCRETE BARRIER (TYPE 60) M 103.0000 158,620.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 60C) M 163.5000 179,850.00 0.000 0.00 05 CONCRETE BARRIER (TYPE 60D) M 126.4500 10,874.70 0.000 0.00 06 CONCRETE BARRIER (TYPE 60G) M 201.4000 8,056.00 0.000 0.00 07 CONCRETE BARRIER (TYPE 60W) M 292.5000 994,500.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 60R) M 430.8000 258,480.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 736A) M 190.4000 222,768.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 736 MODIFIED) M 241.2000 213,944.40 0.000 0.00 F) 11 CONCRETE BARRIER (TYPE 736B) M 265.0000 14,045.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CONCRETE BARRIER (TYPE 736SV) M 344.7000 379,170.00 0.000 0.00 13 CONCRETE BARRIER (TYPE 60AR) M 170.6000 39,408.60 0.000 0.00 F) 14 CONCRETE BARRIER (TYPE 60A.6 MODIFIED) M 482.0000 50,128.00 0.000 0.00 F) 15 CONCRETE BARRIER (TYPE 736A MODIFIED) M 177.3000 256,021.20 0.000 0.00 F) 16 CONCRETE BARRIER (TYPE 736B MODIFIED) M 652.0000 13,692.00 0.000 0.00 F) 17 CONCRETE BARRIER (TYPE 60RS) M 299.8000 59,960.00 0.000 0.00 18 CONCRETE BARRIER (TYPE 60VF) M 495.5000 123,875.00 0.000 0.00 19 CONCRETE BARRIER (TYPE 736S) M 210.6000 14,742.00 0.000 0.00 20 THERMOPLASTIC PAVEMENT MARKING M2 47.7000 29,097.00 0.000 0.00 21 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4200 34,020.00 0.000 0.00 22 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0600 18,868.00 0.000 0.00 23 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0600 2,003.40 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 24 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 969.40 0.000 0.00 (BROKEN 11.00 M - 3.50 M) 25 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 29,970.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 26 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 118.40 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 27 PAINT TRAFFIC STRIPE (2-COAT) M 0.3700 42,920.00 0.000 0.00 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9600 21,216.00 0.000 0.00 29 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8100 37,092.00 0.000 0.00 30 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 21,200.0000 21,200.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 31 LIGHTING (TEMPORARY) LS 132,500.0000 132,500.00 0.000 0.00 32 LIGHTING CONDUIT (BRIDGE) LS 106,000.0000 106,000.00 0.000 0.00 33 SIZE 53 CONDUIT (TRENCH IN SOIL) M 27.5500 12,948.50 0.000 0.00 34 SIZE 78 CONDUIT (TRENCH IN PAVEMENT) M 27.5500 12,397.50 0.000 0.00 35 SIZE 78, TYPE 1, CONDUIT M 74.2000 21,518.00 0.000 0.00 (JACK BENEATH ROADWAY) 36 TWO SIZE 103 CONDUITS M 42.4000 287,896.00 0.000 0.00 (TRENCH IN PAVEMENT) 37 TWO SIZE 103, TYPE 1, CONDUITS M 169.6000 27,136.00 0.000 0.00 (JACK BENEATH ROADWAY) 38 SIZE 25 INNERDUCT M 5.3000 155,820.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 COMMUNICATION CONDUIT (BRIDGE) M 212.0000 156,880.00 0.000 0.00 40 SPRINKLER CONTROL CONDUIT (BRIDGE) LS 31,800.0000 31,800.00 0.000 0.00 41 ELECTRIC SERVICE (IRRIGATION) LS 39,220.0000 39,220.00 0.000 0.00 42 MODIFY AUTOMATIC VEHICLE CLASSIFIER LS 59,360.0000 59,360.00 0.000 0.00 STATION 43 MODIFY RAMP METERING SYSTEM LS 530,000.0000 530,000.00 0.000 0.00 44 TEMPORARY RAMP METERING SYSTEM LS 159,000.0000 159,000.00 0.000 0.00 45 MODIFY LIGHTING AND SIGN ILLUMINATION LS 636,000.0000 636,000.00 0.000 0.00 46 MODIFY SIGNAL (CITY) LS 7,420.0000 7,420.00 0.000 0.00 47 12 SINGLEMODE FIBER OPTIC CABLE M 10.6000 25,440.00 0.000 0.00 48 36 SINGLEMODE FIBER OPTIC CABLE M 7.9500 59,466.00 0.000 0.00 49 72 SINGLEMODE FIBER OPTIC CABLE M 9.5500 143,250.00 0.000 0.00 50 FIBER OPTIC SPLICE CLOSURE EA 1,696.0000 40,704.00 0.000 0.00 51 FIBER OPTIC TRAFFIC MODEM EA 848.0000 11,024.00 0.000 0.00 52 FIBER DISTRIBUTION UNIT EA 1,060.0000 13,780.00 0.000 0.00 53 MODIFY CLOSED CIRCUIT TELEVISION LS 41,340.0000 41,340.00 0.000 0.00 CAMERA (LOCATION GS 323) 54 MODIFY CLOSED CIRCUIT TELEVISION LS 30,740.0000 30,740.00 0.000 0.00 CAMERA (LOCATION GS 333) 55 MODIFY CLOSED CIRCUIT TELEVISION LS 36,040.0000 36,040.00 0.000 0.00 CAMERA (LOCATION GS 339) 56 MODIFY CLOSED CIRCUIT TELEVISION LS 36,040.0000 36,040.00 0.000 0.00 CAMERA (LOCATION GS 347) 57 MODIFY CLOSED CIRCUIT TELEVISION LS 34,980.0000 34,980.00 0.000 0.00 CAMERA (LOCATION GS 350) 58 NO. 5 PULL BOX EA 1,060.0000 13,780.00 0.000 0.00 59 COMMUNICATION PULL BOX EA 1,484.0000 54,908.00 0.000 0.00 60 REMOVE PULL BOX OR SPLICE VAULT EA 848.0000 50,880.00 0.000 0.00 61 SPLICE VAULT EA 5,300.0000 79,500.00 0.000 0.00 62 POWER CONDUCTORS (2X2 OR 2X4) M 26.5000 19,610.00 0.000 0.00 63 SYSTEM TESTING AND DOCUMENTATION LS 26,500.0000 26,500.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 02:58 PM ESTIMATE NO. 01 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,000.00 1,000.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,000.00 1,000.00 64 MOBILIZATION LS 1740,000.0000 1,740,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 52,682,730.56 TOTAL WORK COMPLETED 1,000.00 1,000.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,000.00 1,000.00 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 10/26/10 850 12/20/10 12/20/10 05/15/13 0 0 0 0 0% 0% PROGRESS IS SATISFACTORY CAO, RODOLFO RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/10