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 11/01/10 EST. NO.13 TIME 12:10 PM R.E. NAME: HATEFI, AMIR 04-263724 --------------------------------------------------------------------------- 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 11/01/10 EST. NO.13 TIME 12:10 PM R.E. NAME: HATEFI, AMIR 04-263724 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE PICKUP -14,400.00 09 LATE SCHEDULE -393,508.09 12 REVERSE DEDUCTION 393,508.09 13 393,508.09 -14,400.00 TOTAL DEDUCTIONS 393,508.09 -14,400.00 PROGRAM CAS145 PAGE 1 DATE 11/01/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 12:10 PM ESTIMATE NO. 13 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 11/01/10 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 04-CC-80-9.5/14.2 ------------------------------ GHILOTTI BROS INC IN CONTRA COSTA COUNTY NEAR 525 JACOBY STREET HERCULES FROM 0.2 KM WEST OF ROUTE SAN RAFAEL CA 94901 80/4 SEPARATION TO 0.7 KM EAST OF CUMMINGS SKYWAY OVERCROSSING FED. AID NO. N O N E WIDEN FREEWAY AND 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 4,000.0000 4,000.00 0.500 2,000.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD LS 150,000.0000 150,000.00 0.912 136,800.00 04 TEMPORARY FENCE (TYPE ESA) M 7.0000 42,070.00 6,791.000 47,537.00 05 CONSTRUCTION SITE MANAGEMENT LS 14,000.0000 14,000.00 1.000 14,000.00 06 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 12.0000 3,120.00 878.000 10,536.00 08 TEMPORARY SILT FENCE M 3.7500 12,375.00 5,338.500 20,019.38 09 TEMPORARY GRAVEL BAG BERM M 20.0000 16,800.00 771.980 15,439.60 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 24,000.00 30.000 30,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 18,000.00 10.000 15,000.00 12 TEMPORARY COVER M2 1.5000 28,500.00 8,824.000 13,236.00 13 TEMPORARY CHECK DAM M 21.0000 1,617.00 76.000 1,596.00 14 MOVE-IN/MOVE-OUT EA 450.0000 2,700.00 7.000 3,150.00 (TEMPORARY EROSION CONTROL) 15 TEMPORARY DRAINAGE INLET PROTECTION EA 380.0000 57,000.00 76.000 28,880.00 16 TEMPORARY HYDRAULIC MULCH M2 1.0500 46,725.00 38,408.000 40,328.40 (BONDED FIBER MATRIX) 17 STREET SWEEPING LS 5,000.0000 5,000.00 0.900 4,500.00 18 DEWATERING AND NON-STORM WATER DISCHARGE LS 5,000.0000 5,000.00 0.000 0.00 CONTROL 19 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 0.700 9,100.00 20 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.950 47,500.00 21 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 450.00 6.280 314.00 22 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 11,830.00 15,954.220 10,370.24 PROGRAM CAS145 PAGE 2 DATE 11/01/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 12:10 PM ESTIMATE NO. 13 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 11/01/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 1,500.00 100.000 2,500.00 24 TEMPORARY PAVEMENT MARKER EA 3.5000 18,865.00 4,828.000 16,898.00 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.950 4,750.00 26 TEMPORARY RAILING (TYPE K) M 16.0000 180,800.00 10,469.400 167,510.40 27 TEMPORARY CRASH CUSHION MODULE EA 175.0000 40,250.00 125.560 21,973.00 28 ABANDON CULVERT EA 1,000.0000 1,000.00 1.000 1,000.00 29 OBLITERATE SURFACING M2 2.0000 4,360.00 781.570 1,563.14 30 REMOVE ENTRANCE TAPER EA 850.0000 6,800.00 8.000 6,800.00 31 REMOVE METAL BEAM GUARD RAILING M 34.0000 6,800.00 336.910 11,454.94 32 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.2500 9,037.50 6,371.010 7,963.76 STRIPE 33 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2500 14,500.00 6,285.440 7,856.80 34 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 350.00 0.000 0.00 35 REMOVE PAVEMENT MARKER EA 1.0000 5,530.00 7,041.000 7,041.00 36 REMOVE ROADSIDE SIGN EA 50.0000 200.00 4.000 200.00 37 REMOVE ROADSIDE SIGN EA 50.0000 100.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 38 REMOVE SIGN STRUCTURE EA 2,500.0000 7,500.00 3.000 7,500.00 39 REMOVE ASPHALT CONCRETE DIKE M 9.0000 2,970.00 888.000 7,992.00 40 REMOVE CULVERT M 23.0000 8,050.00 288.900 6,644.70 41 REMOVE INLET EA 500.0000 16,500.00 32.000 16,000.00 42 REMOVE MANHOLE EA 500.0000 1,500.00 2.000 1,000.00 43 RELOCATE ROADSIDE SIGN EA 150.0000 2,400.00 0.000 0.00 44 RELOCATE ROADSIDE SIGN EA 75.0000 300.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 45 RELOCATE SIGN STRUCTURE EA 9,900.0000 9,900.00 0.500 4,950.00 46 ADJUST INLET EA 1,300.0000 3,900.00 3.000 3,900.00 47 ADJUST MANHOLE EA 450.0000 450.00 0.000 0.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 28,000.00 0.000 0.00 49 REMOVE CONCRETE M3 70.0000 22,890.00 510.580 35,740.60 PROGRAM CAS145 PAGE 3 DATE 11/01/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 12:10 PM ESTIMATE NO. 13 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 11/01/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CAP INLET EA 750.0000 750.00 0.000 0.00 51 CAP MANHOLE EA 750.0000 750.00 1.000 750.00 52 REMOVE CRASH CUSHION (SAND FILLED) EA 150.0000 4,500.00 0.000 0.00 53 BRIDGE REMOVAL (PORTION) LS 20,000.0000 20,000.00 0.100 2,000.00 54 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 55 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000.00 56 ROADWAY EXCAVATION M3 14.0000 1,470,000.00 105,339.740 1,474,756.36 57 ROADWAY EXCAVATION (TYPE Z-2) M3 105.0000 1,102,500.00 6,972.600 732,123.00 (AERIALLY DEPOSITED LEAD) 58 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 59 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 104,200.00 521.000 104,200.00 F) 60 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 54,840.00 1,865.000 55,950.00 F) 61 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 30.0000 129,900.00 4,080.000 122,400.00 F) 62 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 19,800.00 0.000 0.00 F) 63 STRUCTURE BACKFILL (RETAINING WALL) M3 80.0000 146,640.00 523.000 41,840.00 F) 64 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 100.0000 15,200.00 262.000 26,200.00 F) 65 PERVIOUS BACKFILL MATERIAL (RETAINING M3 95.0000 12,350.00 8.000 760.00 F) WALL) 66 SOIL NAIL ASSEMBLY M 55.0000 1,072,500.00 20,333.040 1,118,317.20 67 HIGHWAY PLANTING LS 13,000.0000 13,000.00 0.000 0.00 68 EROSION CONTROL (TYPE D) HA 12,500.0000 93,750.00 2.000 25,000.00 69 EROSION CONTROL (NETTING) M2 6.7500 4,860.00 0.000 0.00 70 FIBER ROLLS M 6.2500 57,187.50 680.000 4,250.00 71 COMPOST, INCORPORATE M2 45.0000 3,060.00 0.000 0.00 72 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 1,800.00 1.000 450.00 73 PLANT (GROUP M) EA 15.0000 6,150.00 0.000 0.00 74 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 75 MAINTAIN EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 0.200 1,000.00 76 200 MM CORRUGATED HIGH DENSITY M 80.0000 3,920.00 33.500 2,680.00 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 11/01/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 12:10 PM ESTIMATE NO. 13 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 11/01/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLASS 4 AGGREGATE SUBBASE M3 21.5000 253,700.00 8,832.010 189,888.22 78 CLASS 3 AGGREGATE BASE M3 35.0000 188,650.00 1,754.090 61,393.15 79 LEAN CONCRETE BASE M3 130.0000 531,700.00 2,239.550 291,141.50 80 SEAL RANDOM CRACKS LNKM 5,000.0000 20,500.00 0.000 0.00 81 REPLACE ASPHALT CONCRETE SURFACING M3 320.0000 35,200.00 0.000 0.00 82 HOT MIX ASPHALT (TYPE A) TONN 90.0000 954,000.00 2,351.310 211,617.90 83 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 114.0000 527,820.00 0.000 0.00 84 DATA CORE LS 5,000.0000 5,000.00 0.000 0.00 85 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.0000 750.00 0.000 0.00 86 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.0000 12,600.00 0.000 0.00 87 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.0000 6,900.00 0.000 0.00 88 TACK COAT TONN 500.0000 40,000.00 0.000 0.00 89 CONCRETE PAVEMENT M3 220.0000 1,797,400.00 3,061.800 673,596.00 90 REPLACE CONCRETE PAVEMENT M3 700.0000 315,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 91 SEAL PAVEMENT JOINT M 13.0000 76,570.00 0.000 0.00 92 SEAL LONGITUDINAL ISOLATION JOINT M 13.0000 100,100.00 0.000 0.00 93 REPAIR SPALLED JOINTS M2 120.0000 7,020.00 0.000 0.00 94 SEAL LONGITUDINAL JOINT M 13.0000 48,360.00 974.885 12,673.51 95 PAVEMENT TRANSITION TAPER M2 35.0000 51,450.00 0.000 0.00 96 GRIND EXISTING CONCRETE M2 85.0000 60,350.00 0.000 0.00 PAVEMENT 97 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 14,375.00 115.600 14,450.00 PILING 98 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 111,000.00 74.000 111,000.00 PILING 99 FURNISH PILING (CLASS 625) M 200.0000 103,400.00 522.000 104,400.00 (ALTERNATIVE W) 00 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 2,800.0000 56,000.00 20.000 56,000.00 01 FURNISH PILING (CLASS 400) M 80.0000 203,200.00 2,540.000 203,200.00 F) (ALTERNATIVE X) 02 DRIVE PILE (CLASS 400) EA 1,890.0000 315,630.00 167.000 315,630.00 F) (ALTERNATIVE X) 03 1.8 M PERMANENT STEEL CASING M 1,350.0000 101,250.00 67.720 91,422.00 PROGRAM CAS145 PAGE 5 DATE 11/01/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 12:10 PM ESTIMATE NO. 13 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 11/01/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 1,800.0000 302,400.00 168.000 302,400.00 PILING (1524 MM) 05 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 36,500.0000 219,000.00 6.000 219,000.00 PILE (1524 MM) 06 PRESTRESSING CAST-IN-PLACE CONCRETE LS 55,000.0000 55,000.00 0.000 0.00 07 PRESTRESSING LS 9,500.0000 9,500.00 0.000 0.00 08 SEAL COURSE CONCRETE M3 310.0000 4,960.00 95.500 29,605.00 09 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 34,100.00 34.000 18,700.00 F) 10 STRUCTURAL CONCRETE, BRIDGE M3 650.0000 449,800.00 28.000 18,200.00 F) 11 STRUCTURAL CONCRETE, RETAINING WALL M3 425.0000 379,525.00 868.000 368,900.00 F) 12 STRUCTURAL CONCRETE, APPROACH SLAB M3 450.0000 22,500.00 0.000 0.00 F) (TYPE N) 13 MINOR CONCRETE (MINOR STRUCTURE) M3 1,050.0000 125,475.00 105.710 110,995.50 F) 14 MINOR CONCRETE (BACKFILL) M3 500.0000 500.00 0.720 360.00 15 ARCHITECTURAL TREATMENT M2 26.0000 153,140.00 5,890.000 153,140.00 F) (TEXTURED SHOTCRETE) 16 ARCHITECTURAL TREATMENT M2 80.0000 50,640.00 556.000 44,480.00 F) (FRACTURED GRANITE) 17 ANTI-GRAFFITI COATING M2 3.0000 21,000.00 0.000 0.00 18 DRILL AND BOND DOWEL M 110.0000 880.00 9.000 990.00 19 CLEAN EXPANSION JOINT M 95.0000 3,135.00 0.000 0.00 20 INSTALL STUD CONNECTORS EA 15.0000 1,800.00 0.000 0.00 21 REFINISH BRIDGE DECK M2 150.0000 750.00 0.000 0.00 22 JOINT SEAL ASSEMBLY (MR 100 MM) M 450.0000 4,050.00 0.000 0.00 23 JOINT SEAL (MR 40 MM) M 150.0000 1,200.00 0.000 0.00 24 JOINT SEAL (MR 50 MM) M 350.0000 3,150.00 0.000 0.00 25 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 297,345.00 98,178.000 147,267.00 F) 26 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6000 391,120.00 248,716.000 397,945.60 F) 27 SHOTCRETE M3 333.0000 745,920.00 1,972.000 656,676.00 F) 28 STRUCTURAL STEEL (BRIDGE) KG 25.0000 17,750.00 0.000 0.00 F) 29 REPOSITION STEEL GIRDER LS 5,000.0000 5,000.00 0.000 0.00 30 FURNISH SIGN STRUCTURE (TRUSS) KG 7.5000 306,352.50 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 11/01/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 12:10 PM ESTIMATE NO. 13 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 11/01/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 16,338.80 0.000 0.00 F) 32 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 122.0000 18,300.00 0.000 0.00 33 FURNISH SINGLE SHEET ALUMINUM SIGN M2 86.0000 2,838.00 0.000 0.00 (1.6 MM-UNFRAMED) 34 FURNISH SINGLE SHEET ALUMINUM SIGN M2 89.0000 453.90 0.000 0.00 (2.0 MM-UNFRAMED) 35 FURNISH SINGLE SHEET ALUMINUM SIGN M2 111.0000 899.10 0.000 0.00 (2.0 MM-FRAMED) 36 1524 MM CAST-IN-DRILLED-HOLE M 2,500.0000 90,000.00 14.000 35,000.00 CONCRETE PILE (SIGN FOUNDATION) 37 ROADSIDE SIGN - ONE POST EA 180.0000 360.00 0.000 0.00 38 ROADSIDE SIGN - TWO POST EA 320.0000 960.00 0.000 0.00 39 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 70.0000 140.00 0.000 0.00 METHOD) 40 INSTALL SIGN OVERLAY M2 150.0000 345.00 0.000 0.00 41 INSTALL SIGN PANEL ON EXISTING FRAME M2 25.0000 1,400.00 0.000 0.00 42 INSTALL ROADSIDE SIGN PANEL ON EA 140.0000 4,340.00 0.000 0.00 EXISTING POST 43 CLEAN AND PAINT STRUCTURAL STEEL LS 5,000.0000 5,000.00 0.000 0.00 44 CLEAN AND PAINT STRUCTURAL STEEL LS 5,000.0000 5,000.00 0.000 0.00 (EXISTING BRIDGE) 45 WORK AREA MONITORING LS 4,000.0000 4,000.00 0.000 0.00 46 450 MM ALTERNATIVE PIPE CULVERT M 128.0000 275,200.00 2,147.700 274,905.60 47 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 85,100.00 454.000 83,990.00 48 750 MM ALTERNATIVE PIPE CULVERT M 205.0000 41,000.00 196.000 40,180.00 49 300 MM REINFORCED CONCRETE PIPE M 275.0000 2,475.00 0.000 0.00 50 450 MM REINFORCED CONCRETE PIPE M 300.0000 6,300.00 16.000 4,800.00 51 600 MM REINFORCED CONCRETE PIPE M 330.0000 13,530.00 41.000 13,530.00 (SPECIAL) 52 GEOCOMPOSITE DRAIN M2 40.0000 36,080.00 1,141.000 45,640.00 53 FURNISH AND INSTALL DRAIN PIPE M 45.0000 46,845.00 1,004.000 45,180.00 (HORIZONTAL DRAIN) 54 PERMEABLE MATERIAL (BLANKET) M3 67.0000 643,200.00 5,882.880 394,152.96 55 200 MM ALTERNATIVE PIPE UNDERDRAIN M 57.5000 287,500.00 4,845.860 278,636.95 56 300 MM BITUMINOUS COATED CORRUGATED M 325.0000 7,800.00 2.000 650.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) PROGRAM CAS145 PAGE 7 DATE 11/01/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 12:10 PM ESTIMATE NO. 13 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 11/01/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 450 MM BITUMINOUS COATED CORRUGATED M 270.0000 14,580.00 27.200 7,344.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 58 600 MM BITUMINOUS COATED CORRUGATED M 600.0000 1,200.00 2.000 1,200.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 59 1050 MM BITUMINOUS COATED CORRUGATED M 700.0000 1,400.00 2.000 1,400.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 60 200 MM ENTRANCE TAPER EA 600.0000 4,800.00 0.000 0.00 61 200 MM DOWNDRAIN SLIP JOINT EA 25.0000 200.00 0.000 0.00 62 450 MM ANCHOR ASSEMBLY EA 400.0000 800.00 2.000 800.00 63 GRATED LINE DRAIN M 550.0000 11,000.00 0.000 0.00 64 ROCK SLOPE PROTECTION M3 300.0000 600.00 1.620 486.00 (FACING, METHOD B) 65 SLOPE PAVING (CONCRETE) M3 1,800.0000 10,800.00 0.000 0.00 F) 66 MINOR CONCRETE (DITCH LINING) M3 570.0000 39,900.00 0.000 0.00 67 ROCK SLOPE PROTECTION FABRIC M2 1.0000 9.00 8.280 8.28 68 MINOR CONCRETE (GUTTER DEPRESSION) M3 540.0000 35,100.00 0.890 480.60 69 MINOR CONCRETE (GUTTER) M3 800.0000 60,000.00 75.000 60,000.00 70 MINOR CONCRETE (TEXTURED PAVING) M2 62.0000 49,600.00 0.000 0.00 71 MINOR CONCRETE (CURB, SIDEWALK AND M3 440.0000 24,200.00 0.000 0.00 CURB RAMP) 72 MISCELLANEOUS IRON AND STEEL KG 2.5000 27,010.00 8,288.000 20,720.00 F) 73 ISOLATION CASING KG 7.0000 27,503.00 0.000 0.00 F) 74 MISCELLANEOUS METAL KG 100.0000 2,600.00 0.000 0.00 F) (RESTRAINER - CABLE TYPE) 75 MISCELLANEOUS METAL KG 40.0000 4,000.00 0.000 0.00 F) (RESTRAINER) (REUSE) 76 CHAIN LINK FENCE (TYPE CL-1.8) M 100.0000 1,000.00 0.000 0.00 77 DELINEATOR (CLASS 1) EA 35.0000 4,550.00 0.000 0.00 78 OBJECT MARKER (TYPE K-1) EA 25.0000 50.00 2.000 50.00 79 OBJECT MARKER (TYPE L-1) EA 25.0000 325.00 4.000 100.00 80 METAL BEAM GUARD RAILING (STEEL POST) M 54.0000 136,080.00 0.000 0.00 81 VEGETATION CONTROL (MINOR CONCRETE) M2 51.0000 84,150.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 11/01/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 12:10 PM ESTIMATE NO. 13 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 11/01/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 82 CABLE RAILING (BLACK VINYL CLAD) M 51.0000 42,483.00 833.000 42,483.00 F) 83 TRANSITION RAILING (TYPE WB) EA 3,265.0000 13,060.00 0.000 0.00 84 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 7,200.00 0.000 0.00 85 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,680.0000 13,400.00 0.000 0.00 86 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,725.0000 22,425.00 0.000 0.00 87 CONCRETE BARRIER (TYPE 732 MODIFIED) M 200.0000 7,200.00 0.000 0.00 F) 88 CONCRETE BARRIER (TYPE 732) M 200.0000 45,200.00 0.000 0.00 F) 89 CONCRETE BARRIER (TYPE 732A) M 180.0000 54,540.00 92.000 16,560.00 F) 90 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 4,200.00 0.000 0.00 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 17,200.00 1,965.000 1,965.00 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,820.00 303.000 606.00 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,275.00 210.000 315.00 (BROKEN 3.66 M - 0.92 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 119.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 13,440.00 0.000 0.00 (BROKEN 10.38 M - 4.26 M) 96 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 5,775.00 0.000 0.00 97 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 7,122.50 0.000 0.00 98 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,000.0000 4,000.00 0.550 2,200.00 SYSTEM ELEMENTS DURING CONSTRUCTION 99 LIGHTING AND SIGN ILLUMINATION LS 420,000.0000 420,000.00 0.800 336,000.00 00 COMMUNICATION CONDUIT (BRIDGE) M 110.0000 7,040.00 0.000 0.00 F) 01 SPRINKLER CONTROL CONDUIT (BRIDGE) M 110.0000 7,040.00 0.000 0.00 F) 02 MODIFY SIGNAL LS 7,000.0000 7,000.00 0.050 350.00 03 TRAFFIC OPERATIONS SYSTEM LS 595,000.0000 595,000.00 0.900 535,500.00 04 EXTINGGUISHABLE MESSAGE SIGN PANEL (LED) EA 9,000.0000 72,000.00 0.000 0.00 05 HIGHWAY ADVISORY RADIO SYSTEM EA 10,000.0000 10,000.00 0.000 0.00 06 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,000.0000 12,000.00 0.000 0.00 MODEM ASSEMBLY PROGRAM CAS145 PAGE 9 DATE 11/01/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263724 TIME 12:10 PM ESTIMATE NO. 13 BID OPENING 10/06/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 11/01/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 11,586,026.29 ADJUSTMENT OF COMPENSATION 0.00 869.91 EXTRA WORK 0.00 172,265.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 11,759,161.40 07 MOBILIZATION LS 2040,000.0000 2,040,000.00 1.000 2,040,000.00 ORIGINAL CONTRACT AMOUNT 20,404,615.80 TOTAL WORK COMPLETED 0.00 13,799,161.40 MATERIALS ON HAND ON SITE 919,706.71 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 393,508.09 -14,400.00 TOTAL 393,508.09 14,704,468.11 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 11/17/09 375 11/09/09 12/02/09 12/01/11 114 107 0 1 65% 60% PROGRESS IS SATISFACTORY OWE CCO DAYS HATEFI, AMIR RESIDENT ENGINEER PROGRAM CAS145 DATE 11/01/10