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 06/20/11 EST. NO.16 TIME 10:34 AM R.E. NAME: SAMY, RAGY 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 --------------------------------------------------------------------------- 013 0002-1 -785.27 E.W. @ F.A.(+) 120210 N 0115.0 DAO CORRECTING ENTRY 0005-1 -3,067.01 012411 N 0201.0 DAO CORRECTING ENTRY 0006-1 -2,735.60 012511 N 0202.0 DAO CORRECTING ENTRY 0007-1 -3,731.17 012711 N 0207.0 DAO CORRECTING ENTRY 0017-1 -2,643.32 012011 N 0192.0 DAO CORRECTING ENTRY 0038-1 -1,614.52 021011 N 0273.0 DAO CORRECTING ENTRY 0039-1 -1,927.43 020911 N 0275.0 DAO CORRECTING ENTRY 0040-1 -1,927.43 020711 N 0276.0 DAO CORRECTING ENTRY 0041-1 -1,932.88 021311 N 0277.0 DAO CORRECTING ENTRY 0042-1 -681.98 111710 N 0286.0 DAO CORRECTING ENTRY 0044-1 -966.44 020611 N 0289.0 DAO CORRECTING ENTRY 0045-1 -963.72 020811 N 0290.0 DAO CORRECTING ENTRY 0050-1 -1,557.49 113010 N 0298.0 DAO CORRECTING ENTRY 0051-1 -1,867.05 012011 N 0299.0 DAO CORRECTING ENTRY 0061-1 -3,000.42 010911 N 0250.0 DAO CORRECTING ENTRY 0063-1 -675.21 122210 N 0262.0 DAO CORRECTING ENTRY 0064-1 -1,570.73 013111 N 0263.0 DAO CORRECTING ENTRY 0068-1 -1,867.51 011911 N 0269.0 DAO CORRECTING ENTRY 0069-1 -2,604.97 012611 N 0270.0 DAO CORRECTING ENTRY 0070-1 -3,989.43 012311 N 0271.0 DAO CORRECTING ENTRY 0074 101,289.39 E.W. @ L.S.(+) 041411 N 1 0 0075 260,815.99 A.C. @ L.S.(+) 042111 N 75 0 016 0001-1 -1,650.55 E.W. @ F.A.(+) 120110 N 0116.0 DAO CORRECTING ENTRY 0004-1 -3,961.86 010411 N 0148.0 DAO CORRECTING ENTRY 0007-1 -417.56 113010 N 0208.0 DAO CORRECTING ENTRY 0008-1 -1,681.33 122810 N 0180.0 DAO CORRECTING ENTRY 0014-1 -991.76 122810 N 0197.0 DAO CORRECTING ENTRY 0015-1 -2,069.56 121410 N 0198.0 DAO CORRECTING ENTRY 0017-1 -2,089.26 121410 N 0143.0 DAO CORRECTING ENTRY 0031-1 -311.52 011711 N 0191.0 DAO CORRECTING ENTRY 0032-1 -623.95 021311 N 0282.0 DAO CORRECTING ENTRY 0033-1 -528.00 021411 N 0283.0 DAO CORRECTING ENTRY 0036-1 -2,209.98 121410 N 0255.0 DAO CORRECTING ENTRY 0039 834,394.90 E.W. @ L.S.(+) 042711 N 39 0 0040 80,269.08 A.C. @ L.S.(+) 042711 N 40 0 017 0007 622.30 E.W. @ F.A.(+) 011711 N 0166.0 0008 249.97 032911 N 0352.0 0009 166.65 032511 N 0355.0 018 0001 43,500.00 A.C. @ L.S.(+) 042811 N 1 0 019 0001 3,528.15 E.W. @ F.A.(+) 021511 N 0363.0 1,268,191.52 TOTAL THIS ESTIMATE 338,734.87 TOTAL PREVIOUS ESTIMATE 1,606,926.39 TOTAL TO DATE 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 06/20/11 EST. NO.16 TIME 10:34 AM R.E. NAME: SAMY, RAGY 07-2411U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 10:34 AM ESTIMATE NO. 16 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 06/20/11 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 06/20/11 LOCATION PROGRESS ESTIMATE 07-LA-110-21.2/22.8 ----------------- FLATIRON WEST, INC. IN LOS ANGELES COUNTY IN LOS 6185 AUTO CENTER DR 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 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 20.000 20,000.00 321.000 321,000.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 35.0000 2,485.00 282.920 9,902.20 05 CONSTRUCTION SITE MANAGEMENT LS 120,000.0000 120,000.00 0.033 3,960.00 0.475 57,000.00 06 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.033 33.00 0.727 727.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 12.0000 10,080.00 283.300 3,399.60 1,247.300 14,967.60 08 TEMPORARY SILT FENCE M 14.0000 11,760.00 587.000 8,218.00 1,234.600 17,284.40 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,700.0000 11,100.00 3.000 11,100.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 50,000.00 4.000 40,000.00 11 TEMPORARY COVER M2 12.0000 3,000.00 187.500 2,250.00 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 3.000 525.00 45.000 7,875.00 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 0.033 4,455.00 0.475 64,125.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 18,000.0000 18,000.00 0.033 594.00 0.535 9,630.00 17 CONSTRUCTION AREA SIGNS LS 27,000.0000 27,000.00 0.850 22,950.00 18 TRAFFIC CONTROL SYSTEM LS 375,000.0000 375,000.00 0.033 12,375.00 0.475 178,125.00 19 TYPE III BARRICADE EA 105.0000 6,090.00 12.000 1,260.00 20 CHANNELIZER (SURFACE MOUNTED) EA 15.0000 5,400.00 188.000 2,820.00 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 73.200 3,220.80 5,802.580 255,313.52 PROGRAM CAS145 PAGE 2 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 10:34 AM ESTIMATE NO. 16 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 06/20/11 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 22.000 5,060.00 264.000 60,720.00 24 ABANDON DECK DRAIN EA 500.0000 3,500.00 0.000 0.00 25 ABANDON PIPELINE M 67.0000 3,015.00 17.000 1,139.00 26 REMOVE CHAIN LINK FENCE M 12.0000 3,240.00 153.350 1,840.20 27 REMOVE FENCE (IRON FENCE) M 52.0000 1,300.00 25.000 1,300.00 28 REMOVE METAL BEAM GUARD RAILING M 33.0000 30,690.00 935.400 30,868.20 29 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6000 6,928.00 2,307.000 3,691.20 STRIPE 30 REMOVE PAINTED TRAFFIC STRIPE M 1.6000 29,280.00 2,057.000 3,291.20 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.6000 14,512.00 6,876.000 11,001.60 32 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 4,200.00 6.100 122.00 33 REMOVE PAVEMENT MARKER EA 1.0000 7,000.00 2,730.000 2,730.00 34 REMOVE ROADSIDE SIGN EA 300.0000 13,200.00 41.000 12,300.00 35 REMOVE SIGN STRUCTURE EA 5,500.0000 60,500.00 8.000 44,000.00 36 REMOVE SIGN PANEL EA 1,000.0000 2,000.00 1.000 1,000.00 37 REMOVE ASPHALT CONCRETE DIKE M 17.0000 5,440.00 36.000 612.00 36.000 612.00 38 REMOVE PIPE M 130.0000 7,020.00 51.680 6,718.40 39 REMOVE INLET EA 570.0000 6,270.00 2.000 1,140.00 14.000 7,980.00 40 REMOVE HEADWALL EA 980.0000 980.00 1.000 980.00 41 REMOVE RETAINING WALL M 500.0000 95,000.00 60.000 30,000.00 100.000 50,000.00 42 REMOVE RETAINING WALL (PORTION) M 200.0000 6,000.00 30.000 6,000.00 43 REMOVE MASONRY WALL M 255.0000 6,885.00 27.000 6,885.00 44 REMOVE CONCRETE PAVEMENT M3 225.0000 42,750.00 15.200 3,420.00 185.490 41,735.25 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 4.000 17,400.00 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 44.000 1,012.00 213.170 4,902.91 CURB RAMP 49 REMOVE CONCRETE CURB M 6.0000 24,000.00 325.700 1,954.20 2,796.900 16,781.40 PROGRAM CAS145 PAGE 3 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 10:34 AM ESTIMATE NO. 16 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 06/20/11 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 60.000 1,800.00 202.000 6,060.00 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 23.000 4,485.00 53 PLUG PIPE EA 630.0000 1,260.00 3.000 1,890.00 54 CAP INLET EA 770.0000 10,780.00 4.000 3,080.00 55 REMOVE CRASH CUSHION EA 275.0000 825.00 2.000 550.00 56 BRIDGE REMOVAL LS 110,200.0000 110,200.00 1.000 110,200.00 57 BRIDGE REMOVAL (PORTION), LOCATION A LS 96,500.0000 96,500.00 1.000 96,500.00 58 BRIDGE REMOVAL (PORTION), LOCATION B LS 40,500.0000 40,500.00 1.000 40,500.00 59 BRIDGE REMOVAL (PORTION), LOCATION C LS 84,000.0000 84,000.00 0.500 42,000.00 1.000 84,000.00 60 BRIDGE REMOVAL (PORTION), LOCATION D LS 53,000.0000 53,000.00 1.000 53,000.00 1.000 53,000.00 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 0.030 798.00 0.980 26,068.00 64 ROADWAY EXCAVATION M3 51.0000 441,660.00 731.600 37,311.60 6,120.120 312,126.12 65 ROADWAY EXCAVATION (TYPE Z-3) M3 180.0000 282,600.00 148.400 26,712.00 1,343.810 241,885.80 (AERIALLY DEPOSITED LEAD) 66 ROADWAY EXCAVATION (TYPE Y-1) M3 43.0000 183,610.00 236.000 10,148.00 2,734.940 117,602.42 (AERIALLY DEPOSITED LEAD) 67 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 68 STRUCTURE EXCAVATION (BRIDGE) M3 65.0000 135,395.00 77.250 5,021.25 2,083.000 135,395.00 F) 69 STRUCTURE EXCAVATION (RETAINING WALL) M3 33.0000 565,884.00 1,995.000 65,835.00 11,653.500 384,565.50 F) 70 STRUCTURE BACKFILL (BRIDGE) M3 43.0000 72,197.00 14.000 602.00 784.300 33,724.90 F) 71 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 577,225.00 588.000 32,340.00 1,354.300 74,486.50 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 20.000 2,400.00 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 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 10:34 AM ESTIMATE NO. 16 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 06/20/11 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 13,625.00 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 80,220.00 213.770 8,978.34 87 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 1,250.00 5.000 1,250.00 88 CLASS 3 AGGREGATE BASE M3 62.0000 151,280.00 1,124.000 69,688.00 89 LEAN CONCRETE BASE M3 152.0000 302,480.00 715.850 108,809.20 90 SEAL RANDOM CRACKS LNKM 6,000.0000 3,000.00 0.000 0.00 91 HOT MIX ASPHALT (TYPE B) TONN 112.0000 129,920.00 168.640 18,887.68 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 1,226.760 263,753.40 98 CONCRETE PAVEMENT (RAMP TERMINI) M3 250.0000 42,500.00 84.360 21,090.00 99 SEAL PAVEMENT JOINT M 3.0000 10,860.00 794.090 2,382.27 00 SEAL LONGITUDINAL ISOLATION JOINT M 19.0000 75,050.00 107.000 2,033.00 01 TIE BAR (DRILL AND BOND) EA 13.0000 60,970.00 0.000 0.00 02 GRIND EXISTING CONCRETE M2 12.0000 22,320.00 600.000 7,200.00 PAVEMENT 03 ISOLATION CASING (STEEL PIPE) KG 4.3500 310,537.80 64,968.760 282,614.11 PROGRAM CAS145 PAGE 5 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 10:34 AM ESTIMATE NO. 16 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 06/20/11 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 69.000 138,000.00 05 600 MM PERMANENT STEEL CASING M 560.0000 68,320.00 122.000 68,320.00 F) 06 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 250.0000 84,250.00 337.000 84,250.00 PILING 07 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,260.0000 260,820.00 207.000 260,820.00 PILING 08 2.0 M CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 103,500.00 69.000 103,500.00 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 0.590 23,600.00 F) 11 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 280.0000 91,000.00 128.650 36,022.00 257.000 71,960.00 F) 12 STRUCTURAL CONCRETE, BRIDGE M3 925.0000 1,928,625.00 61.200 56,610.00 624.300 577,477.50 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 35.800 17,184.00 426.000 204,480.00 F) 15 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,900.0000 45,600.00 21.320 40,508.00 F) (TYPE EQ) 16 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 72,800.00 35.000 28,000.00 F) (TYPE N) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 35,100.00 23.400 21,060.00 F) (TYPE R) 18 MINOR CONCRETE (MINOR STRUCTURE) M3 1,385.0000 180,050.00 3.760 5,207.60 59.110 81,867.35 F) 19 ARCHITECTURAL FEATURES (RETAINING WALL) M2 70.0000 103,880.00 988.770 69,213.90 F) 20 FRACTURED RIB TEXTURE (MODIFIED) M2 20.0000 17,700.00 200.000 4,000.00 638.000 12,760.00 21 DRILL AND BOND DOWEL M 35.0000 25,410.00 75.000 2,625.00 392.025 13,720.88 22 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 250.0000 5,500.00 26.000 6,500.00 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 1.000 35,000.00 GIRDER (35 M - 40 M) 25 ERECT PRECAST PRESTRESSED CONCRETE EA 7,000.0000 42,000.00 1.000 7,000.00 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 158,738.00 225.000 31,275.00 30 JOINT SEAL (MR 13MM) M 135.0000 8,505.00 25.000 3,375.00 PROGRAM CAS145 PAGE 6 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 10:34 AM ESTIMATE NO. 16 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 06/20/11 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 14,000.000 30,800.00 204,857.220 450,685.88 F) 33 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5600 395,246.28 22,835.600 35,623.54 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 3,471.850 15,831.64 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 4.000 17,000.00 BEAM) 41 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 90.0000 28,800.00 110.352 9,931.68 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 1.810 398.20 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 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 10:34 AM ESTIMATE NO. 16 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 06/20/11 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.760 892.80 428.080 66,352.40 60 600 MM REINFORCED CONCRETE PIPE M 190.0000 57,000.00 24.400 4,636.00 161.260 30,639.40 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 24.000 720.00 63 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 250.0000 3,000.00 5.500 1,375.00 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 68,208.00 290.560 13,946.88 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 10,452.000 41,808.00 F) 72 MISCELLANEOUS METAL KG 16.0000 21,328.00 666.500 10,664.00 666.500 10,664.00 F) (RESTRAINER - CABLE TYPE) 73 MISCELLANEOUS METAL (BRIDGE) KG 48.0000 7,200.00 60.000 2,880.00 60.000 2,880.00 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 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 10:34 AM ESTIMATE NO. 16 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 06/20/11 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 40,000.00 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 61.500 16,174.50 F) 98 CONCRETE BARRIER (TYPE 736A MODIFIED) M 265.0000 213,855.00 120.000 31,800.00 F) 99 CONCRETE BARRIER (TYPE 736B) M 263.0000 55,230.00 123.100 32,375.30 00 CONCRETE BARRIER (TYPE 736B MODIFIED) M 255.0000 30,600.00 5.810 1,481.55 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 18,236.000 9,118.00 09 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 6,090.00 1,998.000 1,998.00 10 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 6,380.00 1,261.000 2,522.00 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 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 10:34 AM ESTIMATE NO. 16 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 06/20/11 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.800 21,272.00 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 0.750 26,850.00 18 MODIFY LIGHTING (CITY STREET) LS 57,000.0000 57,000.00 0.023 1,311.00 19 MODIFY EXTINGUISHABLE MESSAGE SIGN LS 61,500.0000 61,500.00 0.151 9,286.50 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 0.750 42,000.00 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 0.098 25,088.00 30 SYSTEM TESTING AND DOCUMENTATION LS 20,000.0000 20,000.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 10:34 AM ESTIMATE NO. 16 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 06/20/11 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 547,067.85 6,727,229.42 ADJUSTMENT OF COMPENSATION 384,585.07 384,585.07 EXTRA WORK 883,606.45 1,222,341.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,815,259.37 8,334,155.81 31 MOBILIZATION LS 1595,000.0000 1,595,000.00 0.950 1,515,250.00 ORIGINAL CONTRACT AMOUNT 19,137,506.68 TOTAL WORK COMPLETED 1,815,259.37 9,849,405.81 MATERIALS ON HAND ON SITE 409,286.65 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,815,259.37 10,258,692.46 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 07/31/13 181 166 0 0 45% 30% PROGRESS IS SATISFACTORY SAMY, RAGY RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/11