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 09/01/09 EST. NO.27 TIME 02:38 PM R.E. NAME: MOUSSA, NAZEM 07-183114 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 063 0004 3,253.90 E.W. @ U.P (+) 082409 N 1 0 3,253.90 TOTAL THIS ESTIMATE 1,984,876.69 TOTAL PREVIOUS ESTIMATE 1,988,130.59 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 09/01/09 EST. NO.27 TIME 02:38 PM R.E. NAME: MOUSSA, NAZEM 07-183114 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEDUCTION FOR TESTS -11,400.00 07 DEDUCTION FOR TESTS -4,000.00 10 LATE OPENING 10-1 -330,000.00 16 LATE OPENING 10-1 330,000.00 23 LATE OPENING 10-1.5 -89,000.00 23 LATE OPENING 061309 -85,800.00 25 LATE OPENING 071309 -33,000.00 25 LATE OPENING 080409 -33,000.00 26 NON-SUB SCHEDULE -15,000.00 26 0.00 -271,200.00 LABOR COMPLIANCE VIOLATION NOV 07 -10,000.00 05 NOV 07 10,000.00 06 FEB 08 -10,000.00 07 FEV 08 10,000.00 10 0.00 0.00 TOTAL DEDUCTIONS 0.00 -271,200.00 PROGRAM CAS145 PAGE 1 DATE 09/01/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 02:38 PM ESTIMATE NO. 27 BID OPENING 05/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 09/01/09 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 07-LA-710-9.4/18.4 ------------------------------ ATKINSON CONSTRUCTION L.P. IN LOS ANGELES COUNTY IN LONG BEACH 27422 PORTOLA PKWY., STE 250 CARSON, COMPTON, PARAMOUNT, LYNWOOD FOOTHILL RANCH, CA 92610 AND SOUTH GATE AT VARIOUS LOCATIONS FED. AID NO. ACNH-710 (786)N REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 12,500.0000 12,500.00 0.250 3,125.00 02 TIME-RELATED OVERHEAD WDAY 7,800.0000 9,516,000.00 426.000 3,322,800.00 03 TEMPORARY SOUND BLANKET M2 75.0000 63,750.00 668.000 50,100.00 04 PREPARE STORM WATER POLLUTION LS 8,200.0000 8,200.00 0.750 6,150.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 500,000.0000 500,000.00 0.700 350,000.00 06 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.750 37,500.00 S) 07 TRAFFIC CONTROL SYSTEM LS 8000,000.0000 8,000,000.00 0.720 5,760,000.00 S) 08 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 12,200.00 269.100 10,764.00 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 971,000.00 1,153,700.000 1,153,700.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 38,500.00 656.000 32,800.00 S) 11 TEMPORARY PAVEMENT MARKER EA 5.0000 267,000.00 72,002.000 360,010.00 S) 12 TEMPORARY RAILING (TYPE K) M 40.0000 2,248,000.00 51,627.078 2,065,083.12 S) 13 MOVEABLE CONCRETE BARRIER LS 1750,000.0000 1,750,000.00 0.880 1,540,000.00 S) 14 TEMPORARY CRASH CUSHION MODULE EA 250.0000 372,500.00 983.000 245,750.00 S) 15 TEMPORARY CRASH CUSHION (ABSORB 350) LS 30,000.0000 30,000.00 0.000 0.00 S) 16 REMOVE CHAIN LINK FENCE M 300.0000 2,700.00 10.000 3,000.00 S) 17 REMOVE METAL BEAM GUARD RAILING M 25.0000 31,250.00 1,508.190 37,704.75 S) 18 REMOVE DOUBLE METAL BEAM BARRIER M 35.0000 242,900.00 6,934.500 242,707.50 S) 19 REMOVE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 20 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.5000 64,250.00 30,184.000 75,460.00 S) 21 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 167,800.00 360,602.000 721,204.00 S) 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 43,600.00 47,420.000 94,840.00 S) PROGRAM CAS145 PAGE 2 DATE 09/01/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 02:38 PM ESTIMATE NO. 27 BID OPENING 05/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 09/01/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 1.0000 29,200.00 79,627.000 79,627.00 S) 24 REMOVE ROADSIDE SIGN EA 500.0000 9,000.00 14.000 7,000.00 25 REMOVE SIGN STRUCTURE EA 7,000.0000 238,000.00 32.000 224,000.00 S) 26 REMOVE ASPHALT CONCRETE DIKE M 10.0000 75,300.00 7,289.340 72,893.40 27 REMOVE PIPE M 100.0000 171,000.00 2,003.330 200,333.00 28 REMOVE INLET EA 1,000.0000 91,000.00 84.000 84,000.00 29 REMOVE CONCRETE PAVEMENT (150 MM PCC) M2 30.0000 2,700.00 68.000 2,040.00 30 REMOVE CONCRETE PAVEMENT (200 MM PCC) M2 8.0000 658,400.00 84,629.710 677,037.68 31 RECONSTRUCT METAL BEAM GUARD RAILING M 175.0000 16,625.00 53.200 9,310.00 S) 32 RELOCATE ROADSIDE SIGN-TWO POST EA 350.0000 350.00 0.000 0.00 33 ADJUST INLET EA 1,500.0000 72,000.00 8.000 12,000.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 40.0000 168,400.00 1,710.340 68,413.60 S) 35 REMOVE CONCRETE M3 750.0000 6,750.00 5.820 4,365.00 36 REMOVE CONCRETED-ROCK SLOPE PROTECTION M3 400.0000 5,600.00 14.000 5,600.00 (PORTION) 37 REMOVE CONCRETE CURB M 25.0000 198,000.00 6,229.090 155,727.25 38 REMOVE CONCRETE BARRIER (TYPE K) M 15.0000 7,200.00 572.850 8,592.75 39 REMOVE CONCRETE BARRIER (TYPE 50) M 25.0000 169,750.00 7,231.000 180,775.00 40 REMOVE CONCRETE BARRIER (TYPE 60GE) M 25.0000 150.00 0.000 0.00 41 REMOVE CONCRETE BARRIER (TYPE 60C) M 25.0000 2,400.00 100.000 2,500.00 42 REMOVE CONCRETE BARRIER (TYPE 50D) M 25.0000 4,750.00 190.000 4,750.00 43 CLEAN BRIDGE DECK M2 6.0000 22,560.00 3,345.000 20,070.00 44 CAP INLET EA 1,500.0000 24,000.00 20.000 30,000.00 45 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 1.000 10,000.00 46 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 1.000 10,000.00 47 BRIDGE REMOVAL (PORTION), LOCATION C LS 75,000.0000 75,000.00 1.000 75,000.00 48 BRIDGE REMOVAL (PORTION), LOCATION D LS 65,000.0000 65,000.00 1.000 65,000.00 49 CLEARING AND GRUBBING LS 55,000.0000 55,000.00 1.000 55,000.00 PROGRAM CAS145 PAGE 3 DATE 09/01/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 02:38 PM ESTIMATE NO. 27 BID OPENING 05/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 09/01/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADWAY EXCAVATION M3 60.0000 5,706,000.00 103,332.260 6,199,935.60 51 ROADWAY EXCAVATION (TYPE Z-2) M3 150.0000 1,150,500.00 5,875.610 881,341.50 (AERIALLY DEPOSITED LEAD) 52 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 53 STRUCTURE EXCAVATION (BRIDGE) M3 300.0000 48,900.00 163.000 48,900.00 F) 54 STRUCTURE EXCAVATION (TYPE D) M3 1,500.0000 198,000.00 132.000 198,000.00 F) 55 STRUCTURE EXCAVATION (RETAINING WALL) M3 400.0000 524,400.00 1,311.000 524,400.00 F) (TYPE Z-2)(AERIALLY DEPOSITED LEAD) 56 STRUCTURE EXCAVATION (TYPE Z-2) M3 150.0000 85,800.00 572.000 85,800.00 F) (AERIALLY DEPOSITED LEAD) 57 STRUCTURE BACKFILL (BRIDGE) M3 500.0000 72,000.00 144.000 72,000.00 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 118,300.00 1,183.000 118,300.00 F) 59 IMPORTED BORROW M3 10.0000 243,000.00 8,197.000 81,970.00 60 IMPORTED MATERIAL (SHOULDER BACKING) TONN 25.0000 126,750.00 150.000 3,750.00 61 HIGHWAY PLANTING LS 25,000.0000 25,000.00 0.000 0.00 S) 62 FIBER (EROSION CONTROL) KG 1.0000 12,000.00 0.000 0.00 S) 63 COMPOST (EROSION CONTROL) M3 70.0000 42,000.00 0.000 0.00 S) 64 PURE LIVE SEED (EROSION CONTROL) KG 175.0000 12,600.00 0.000 0.00 S) 65 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 10.0000 6,000.00 0.000 0.00 S) 66 STABILIZING EMULSION (EROSION CONTROL) KG 8.0000 7,200.00 0.000 0.00 S) 67 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0.00 S) 68 MAINTAIN EXISTING IRRIGATION FACILITIES LS 140,000.0000 140,000.00 0.000 0.00 S) 69 NPS 3 SUPPLY LINE (BRIDGE) M 350.0000 38,850.00 111.000 38,850.00 70 EXTEND 200 MM CONDUIT M 600.0000 12,600.00 0.000 0.00 S) 71 EXTEND 250 MM CONDUIT M 650.0000 9,750.00 0.000 0.00 S) 72 AGGREGATE BASE (APPROACH SLAB) M3 150.0000 12,450.00 103.700 15,555.00 73 CLASS 3 AGGREGATE BASE M3 65.0000 372,450.00 5,181.050 336,768.25 74 CLASS 3 AGGREGATE BASE M3 70.0000 2,023,000.00 38,827.100 2,717,897.00 (WORKING PLATFORM) 75 LEAN CONCRETE BASE M3 200.0000 744,000.00 3,237.500 647,500.00 76 ASPHALT CONCRETE (TYPE B) TEXTURED M2 115.0000 1,041,900.00 0.000 0.00 S) PAVING PROGRAM CAS145 PAGE 4 DATE 09/01/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 02:38 PM ESTIMATE NO. 27 BID OPENING 05/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 09/01/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ASPHALT CONCRETE (TYPE A)(PG 64-28 PM) TONN 135.0000 11,286,000.00 67,826.900 9,156,631.50 78 ASPHALT CONCRETE (TYPE A)(PG 70-10) TONN 120.0000 4,332,000.00 35,144.510 4,217,341.20 (RICH BOTTOM) 79 ASPHALT CONCRETE (TYPE A)(PG 70-10) TONN 115.0000 19,780,000.00 15,203.900 1,748,448.50 160,193.940 18,422,303.10 80 ASPHALT CONCRETE (TYPE A)(PG 70-10) TONN 115.0000 7,429,000.00 43,512.290 5,003,913.35 (LEVELING COURSE) 81 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 135.0000 5,724,000.00 27,600.500 3,726,067.50 82 PAVEMENT REINFORCING FABRIC M2 1.5000 669,000.00 413,299.160 619,948.74 83 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 84.0000 3,528.00 0.000 0.00 AREA) 84 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 16,260.00 0.000 0.00 85 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 3,810.00 0.000 0.00 86 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 3.0000 2,820.00 0.000 0.00 87 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 16,320.00 0.000 0.00 88 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 2,310.00 0.000 0.00 89 CONCRETE PAVEMENT M3 275.0000 2,046,000.00 6,622.803 1,821,270.83 90 CONCRETE PAVEMENT (WEIGH-IN-MOTION) M3 900.0000 585,000.00 273.010 245,709.00 91 REPLACE CONCRETE PAVEMENT M3 1,000.0000 1,880,000.00 1,693.700 1,693,700.00 (RAPID STRENGTH CONCRETE) 92 SEAL PAVEMENT JOINT M 20.0000 109,600.00 5,160.700 103,214.00 93 SEAL LONGITUDINAL ISOLATION JOINT M 25.0000 151,250.00 6,260.000 156,500.00 94 TIE BAR (DRILL AND BOND) EA 15.0000 112,950.00 0.000 0.00 95 CRACK EXISTING CONCRETE PAVEMENT M2 1.5000 367,500.00 244,208.910 366,313.37 96 GRIND EXISTING CONCRETE M2 15.0000 148,650.00 4,222.070 63,331.05 S) PAVEMENT 97 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 20,000.00 19.600 19,600.00 S) PILING 98 FURNISH PILING (CLASS 625) M 85.0000 71,400.00 790.000 67,150.00 99 DRIVE PILE (CLASS 625) EA 2,250.0000 137,250.00 61.000 137,250.00 S) 00 FURNISH PILING (CLASS 400) M 70.0000 73,920.00 1,058.000 74,060.00 01 DRIVE PILE (CLASS 400) EA 3,000.0000 273,000.00 91.000 273,000.00 S) 02 PRESTRESSING CAST-IN-PLACE CONCRETE LS 150,000.0000 150,000.00 1.000 150,000.00 S) 03 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 750.0000 42,750.00 57.000 42,750.00 F) PROGRAM CAS145 PAGE 5 DATE 09/01/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 02:38 PM ESTIMATE NO. 27 BID OPENING 05/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 09/01/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, BRIDGE M3 2,500.0000 1,547,500.00 619.000 1,547,500.00 F) 05 STRUCTURAL CONCRETE, RETAINING WALL M3 1,500.0000 1,063,500.00 709.000 1,063,500.00 F) 06 STRUCTURE CONCRETE (PUMPING PLANT) M3 6,000.0000 60,000.00 10.000 60,000.00 F) 07 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,000.0000 144,000.00 72.000 144,000.00 F) (TYPE N) 08 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 1,212,000.00 699.000 1,048,500.00 (TYPE R) 09 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 51,000.00 28.860 43,290.00 (TYPE R)(MODIFIED) 10 CLASS 1 CONCRETE (BOX CULVERT) M3 20,000.0000 10,000.00 0.000 0.00 F) 11 MINOR CONCRETE (MINOR STRUCTURE) M3 3,500.0000 1,375,500.00 289.355 1,012,742.50 F) 12 PAVING NOTCH EXTENSION M3 5,000.0000 75,000.00 5.141 25,705.00 13 ARCHITECTURAL TREATMENT M2 400.0000 8,400.00 21.000 8,400.00 14 ARCHITECTURAL TEXTURED IMAGE EA 600.0000 228,000.00 0.000 0.00 15 DRILL AND BOND DOWEL M 100.0000 13,600.00 136.000 13,600.00 16 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) M 200.0000 2,400.00 12.000 2,400.00 17 CLEAN EXPANSION JOINT (DEPTH=2085MM) M 450.0000 39,600.00 0.000 0.00 18 CLEAN EXPANSION JOINT M 75.0000 15,525.00 0.000 0.00 19 RAPID SETTING CONCRETE (PATCH) M3 5,000.0000 5,000.00 0.000 0.00 20 REFINISH BRIDGE DECK M2 200.0000 52,400.00 111.000 22,200.00 21 CORE CONCRETE (101 MM - 150 MM) M 500.0000 3,500.00 7.000 3,500.00 S) 22 SOUND WALL (MASONRY BLOCK) M2 400.0000 60,000.00 150.000 60,000.00 SF) 23 JOINT SEAL (TYPE A) M 235.0000 19,975.00 0.000 0.00 SF) 24 JOINT SEAL (TYPE AL) M 140.0000 35,980.00 14.700 2,058.00 S) 25 JOINT SEAL (MR 30 MM) M 200.0000 17,600.00 0.000 0.00 S) 26 JOINT SEAL (MR 15 MM) M 300.0000 37,800.00 61.900 18,570.00 S) 27 JOINT SEAL (MR 50 MM) M 565.0000 10,170.00 0.000 0.00 S) 28 BAR REINFORCING STEEL (BRIDGE) KG 5.0000 443,500.00 88,700.000 443,500.00 SF) 29 BAR REINFORCING STEEL (RETAINING WALL) KG 5.0000 266,745.00 53,349.000 266,745.00 SF) 30 BAR REINFORCING STEEL (PUMPING PLANT) KG 5.0000 6,750.00 1,350.000 6,750.00 SF) PROGRAM CAS145 PAGE 6 DATE 09/01/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 02:38 PM ESTIMATE NO. 27 BID OPENING 05/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 09/01/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 TREAT BRIDGE DECK M2 7.0000 26,320.00 3,760.000 26,320.00 F) 32 FURNISH BRIDGE DECK TREATMENT MATERIAL L 20.0000 30,080.00 802.000 16,040.00 (LOW ODOR) 33 FURNISH SIGN STRUCTURE (TRUSS) KG 12.5000 6,146,125.00 491,690.000 6,146,125.00 F) 34 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7500 368,767.50 479,690.000 359,767.50 SF) 35 1524 MM CAST-IN-DRILLED-HOLE M 2,500.0000 970,000.00 388.000 970,000.00 SF)CONCRETE PILE (SIGN FOUNDATION) 36 ROADSIDE SIGN - ONE POST EA 300.0000 5,400.00 16.000 4,800.00 37 ROADSIDE SIGN - TWO POST EA 350.0000 700.00 1.000 350.00 38 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 400.00 1.000 200.00 METHOD) 39 INSTALL SIGN OVERLAY M2 250.0000 6,250.00 23.600 5,900.00 40 INSTALL SIGN PANEL ON EXISTING FRAME M2 135.0000 14,850.00 0.000 0.00 41 300 MM PLASTIC PIPE M 200.0000 22,000.00 24.960 4,992.00 42 300 MM REINFORCED CONCRETE PIPE M 300.0000 13,200.00 77.300 23,190.00 43 450 MM REINFORCED CONCRETE PIPE M 250.0000 215,000.00 851.420 212,855.00 44 600 MM REINFORCED CONCRETE PIPE M 450.0000 67,500.00 175.450 78,952.50 45 100 MM PLASTIC PIPE (EDGE DRAIN) M 50.0000 77,000.00 1,281.700 64,085.00 46 50 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 650.0000 32,500.00 0.000 0.00 47 100 MM PLASTIC PIPE M 700.0000 42,000.00 19.700 13,790.00 (EDGE DRAIN OUTLET) 48 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 450.0000 3,600.00 7.500 3,375.00 (2.01 MM THICK) 49 450 MM CONCRETE FLARED END SECTION EA 2,500.0000 2,500.00 0.000 0.00 50 MINOR CONCRETE (BACKFILL) M3 250.0000 75,000.00 280.400 70,100.00 51 ROCK SLOPE PROTECTION M3 500.0000 23,000.00 0.000 0.00 (FACING, METHOD B) 52 GROUTED ROCK SLOPE PROTECTION M3 1,000.0000 14,000.00 14.000 14,000.00 53 MISCELLANEOUS IRON AND STEEL KG 5.0000 253,500.00 12,192.000 60,960.00 SF) 54 MISCELLANEOUS METAL (BRIDGE) KG 50.0000 2,550.00 51.000 2,550.00 SF) 55 CHAIN LINK FENCE (TYPE CL-1.8) M 500.0000 7,000.00 0.000 0.00 S) 56 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 8,000.00 0.000 0.00 57 METAL BEAM GUARD RAILING M 175.0000 136,500.00 387.860 67,875.50 S) PROGRAM CAS145 PAGE 7 DATE 09/01/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 02:38 PM ESTIMATE NO. 27 BID OPENING 05/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 09/01/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CHAIN LINK RAILING (TYPE 7) M 300.0000 32,400.00 108.000 32,400.00 F) 59 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 350.0000 37,800.00 108.000 37,800.00 F) 60 CONCRETE BARRIER (TYPE 27B MODIFIED) M 300.0000 60,000.00 190.900 57,270.00 61 TRANSITION RAILING (TYPE WB) EA 10,000.0000 120,000.00 6.000 60,000.00 62 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 48,000.00 25.000 25,000.00 63 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 10,000.00 0.000 0.00 S) 64 ALTERNATIVE FLARED TERMINAL SYSTEM EA 4,500.0000 261,000.00 32.000 144,000.00 S) 65 CRASH CUSHION (REACT 9CBB) EA 80,000.0000 240,000.00 0.000 0.00 S) 66 CONCRETE BARRIER (TYPE 60G MODIFIED) M 325.0000 867,750.00 2,301.110 747,860.75 67 CONCRETE BARRIER (TYPE 60D) M 250.0000 57,500.00 228.690 57,172.50 68 CONCRETE BARRIER (TYPE 60D MODIFIED) M 300.0000 234,000.00 809.920 242,976.00 69 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 400.0000 17,600.00 96.780 38,712.00 F) 70 CONCRETE BARRIER (TYPE 60GA) M 350.0000 56,000.00 107.630 37,670.50 F) 71 CONCRETE BARRIER (TYPE 60GC MODIFIED) M 400.0000 852,000.00 2,018.480 807,392.00 72 CONCRETE BARRIER (TYPE 60R MODIFIED) M 400.0000 360,000.00 857.940 343,176.00 73 CONCRETE BARRIER (TYPE 60GE MODIFIED) M 400.0000 88,000.00 344.970 137,988.00 74 CONCRETE BARRIER (TYPE 60S MODIFIED) M 250.0000 12,500.00 49.240 12,310.00 75 CONCRETE BARRIER (TYPE 60SW MODIFIED) M 650.0000 637,000.00 951.350 618,377.50 76 PORTABLE CONCRETE BARRIER (TYPE 60K) M 50.0000 62,500.00 1,032.890 51,644.50 77 CONCRETE BARRIER (TYPE 736) M 300.0000 26,100.00 87.000 26,100.00 F) 78 CONCRETE BARRIER (TYPE 736A) M 300.0000 121,500.00 405.000 121,500.00 F) 79 CONCRETE BARRIER (TYPE 736 MODIFIED) M 450.0000 67,500.00 150.000 67,500.00 F) 80 CONCRETE BARRIER (TYPE 736A MODIFIED) M 500.0000 9,000.00 18.000 9,000.00 F) 81 CONCRETE BARRIER (TYPE 736SV) M 2,500.0000 12,500.00 5.000 12,500.00 F) 82 CONCRETE BARRIER (TYPE 60C MODIFIED) M 300.0000 264,000.00 683.290 204,987.00 83 CONCRETE BARRIER (TYPE 60GW MODIFIED) M 650.0000 2,990,000.00 4,560.980 2,964,637.00 84 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 6,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 09/01/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 02:38 PM ESTIMATE NO. 27 BID OPENING 05/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 09/01/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 79,050.00 0.000 0.00 86 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 20,400.00 0.000 0.00 87 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 13,980.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 81,000.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 89 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 430.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 90 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 82,000.00 68,900.800 68,900.80 S) 91 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 107,400.00 42,145.000 84,290.00 S) 92 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 95,600.00 19,216.000 76,864.00 S) 93 CHANGEABLE MESSAGE SIGN (LOCATION LB114) LS 40,000.0000 40,000.00 0.054 2,160.00 S) 94 CHANGEABLE MESSAGE SIGN (LOCATION LB115) LS 35,000.0000 35,000.00 0.000 0.00 S) 95 CHANGEABLE MESSAGE SIGN (LOCATION LB139) LS 40,000.0000 40,000.00 0.000 0.00 S) 96 SIZE 53 CONDUIT (TRENCH IN UNPAVED AREA) M 150.0000 360,000.00 1,801.470 270,220.50 S) 97 SIZE 53 TYPE 1, CONDUIT M 200.0000 58,000.00 279.080 55,816.00 S) (JACKED BENEATH THE ROADWAY) 98 SIZE 78 TYPE 1, CONDUIT M 300.0000 273,000.00 925.640 277,692.00 S) (JACKED BENEATH THE ROADWAY) 99 TWO SIZE 103 CONDUITS M 250.0000 2,725,000.00 7,632.110 1,908,027.50 S) (TRENCH IN PAVEMENT) 00 SIZE 103 TYPE 1, CONDUIT M 400.0000 136,000.00 310.900 124,360.00 S) (JACKED BENEATH THE ROADWAY) 01 TWO SIZE 103 CONDUIT M 300.0000 135,000.00 101.470 30,441.00 S) (TRENCH IN UNPAVED AREA) 02 SIZE 25 INNERDUCT M 10.0000 520,000.00 0.000 0.00 S) 03 COMMUNICATION CONDUIT (BRIDGE) M 500.0000 25,000.00 25.000 12,500.00 S) 04 SPRINKLER CONTROL CONDUIT (BRIDGE) M 300.0000 33,300.00 111.000 33,300.00 SF) 05 MODIFY TRAFFIC MONITORING STATION LS 950,000.0000 950,000.00 0.490 465,500.00 06 TRAFFIC MONITORING STATION LS 65,000.0000 65,000.00 0.180 11,700.00 S) (LOCATION 2702) 07 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 700,000.0000 700,000.00 0.617 431,900.00 S) 08 MODIFY LIGHTING AND SIGN ILLUMINATION LS 2750,000.0000 2,750,000.00 0.543 1,493,250.00 S) 09 12 SINGLEMODE FIBER OPTIC CABLE M 20.0000 100,000.00 0.000 0.00 10 48 SINGLE MODE FIBER OPTIC CABLE M 15.0000 544,500.00 0.000 0.00 S) 11 FIBER OPTIC SPLICE CLOSURE EA 2,500.0000 75,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 09/01/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 02:38 PM ESTIMATE NO. 27 BID OPENING 05/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 09/01/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 FIBER OPTIC TRAFFIC MODEM EA 3,000.0000 72,000.00 0.000 0.00 13 FIBER DISTRIBUTION UNIT EA 1,500.0000 36,000.00 0.000 0.00 14 CLOSED CIRCUIT TELEVISION CAMERA LS 45,000.0000 45,000.00 0.080 3,600.00 S) (LOCATION LB098) 15 CLOSED CIRCUIT TELEVISION CAMERA LS 60,000.0000 60,000.00 0.100 6,000.00 S) (LOCATION LB109) 16 CLOSED CIRCUIT TELEVISION CAMERA LS 80,000.0000 80,000.00 0.121 9,680.00 S) (LOCATION LB119) 17 CLOSED CIRCUIT TELEVISION CAMERA LS 125,000.0000 125,000.00 0.192 24,000.00 S) (LOCATION LB128) 18 CLOSED CIRCUIT TELEVISION CAMERA LS 110,000.0000 110,000.00 0.160 17,600.00 S) (LOCATION LB132) 19 CLOSED CIRCUIT TELEVISION CAMERA LS 70,000.0000 70,000.00 0.120 8,400.00 S) (LOCATION LB139) 20 CLOSED CIRCUIT TELEVISION CAMERA LS 50,000.0000 50,000.00 0.129 6,450.00 S) (LOCATION LB145) 21 CLOSED CIRCUIT TELEVISION CAMERA LS 80,000.0000 80,000.00 0.100 8,000.00 S) (LOCATION LB153) 22 CLOSED CIRCUIT TELEVISION CAMERA LS 85,000.0000 85,000.00 0.260 22,100.00 S) (LOCATION LB160) 23 VIDEO NODE (LOCATION LB153) LS 100,000.0000 100,000.00 0.000 0.00 S) 24 DATA NODE (LOCATION LB153) LS 70,000.0000 70,000.00 0.000 0.00 S) 25 CABLE NODE (LOCATION LB131) LS 25,000.0000 25,000.00 0.000 0.00 S) 26 CABLE NODE (LOCATION LB157) LS 50,000.0000 50,000.00 0.330 16,500.00 27 COMMUNICATION PULL BOX EA 2,500.0000 227,500.00 28.000 70,000.00 S) 28 SPLICE VAULT EA 6,000.0000 150,000.00 14.000 84,000.00 S) 29 SYSTEM TESTING AND DOCUMENTATION LS 110,000.0000 110,000.00 0.000 0.00 S) 30 WORK AT LOS ANGELES AIRPORT (LAX) HUB LS 70,000.0000 70,000.00 0.000 0.00 S) BUILDING 31 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 32 CONCRETE BARRIER (TYPE 60S) M 200.0000 208,000.00 1,074.070 214,814.00 33 CONCRETE BARRIER (TYPE 60SA MODIFIED) M 250.0000 49,500.00 198.000 49,500.00 F) PROGRAM CAS145 PAGE 10 DATE 09/01/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 02:38 PM ESTIMATE NO. 27 BID OPENING 05/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 09/01/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,748,448.50 103,202,981.59 ADJUSTMENT OF COMPENSATION 0.00 12,887.61 EXTRA WORK 3,253.90 1,975,242.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,751,702.40 105,191,112.18 34 MOBILIZATION LS 4000,000.0000 14,000,000.00 1.000 14,000,000.00 ORIGINAL CONTRACT AMOUNT 143,656,050.50 TOTAL WORK COMPLETED 1,751,702.40 119,191,112.18 MATERIALS ON HAND ON SITE 192,944.59 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -271,200.00 TOTAL 1,751,702.40 119,112,856.77 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 07/05/07 1340 08/02/07 08/29/07 12/17/12 426 66 0 0 80% 32% PROGRESS IS SATISFACTORY MOUSSA, NAZEM RESIDENT ENGINEER PROGRAM CAS145 DATE 09/01/09