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 11/21/11 EST. NO.54 TIME 08:38 AM 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 --------------------------------------------------------------------------- 099 0001 298,218.96 A.C. @ L.S.(+) 111511 N 1 0 298,218.96 TOTAL THIS ESTIMATE 9,796,824.26 TOTAL PREVIOUS ESTIMATE 10,095,043.22 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 11/21/11 EST. NO.54 TIME 08:38 AM 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 LATE REOPENING -33,000.00 28 SWPP 5% DEDUCTION -226,649.62 28 LATE OPENING 33,000.00 29 LATE OPENING -16,500.00 29 LATE OPENING 15,000.00 29 SWPPP -352,450.49 29 LATE OPENING 10/22/9 -13,200.00 30 SWPP REFUND 092009 226,649.62 30 SWPPP REFUND10-2009 352,450.49 33 SWPPP 10% DEDUCTION -103,996.98 38 SWPPP 25% DEDUCTION -210,156.12 39 REFND SWPPP 25% DCTN 210,156.12 40 REFND SWPPP 10% DCTN 103,996.98 40 CPM 25% DEDUCTION -84,395.00 41 REFUND CPM 25%DEDUCT 84,395.00 42 LATE OPENING 061309 85,800.00 43 CPM 25% DEDUCTION 104,664.75 45 CPM DEDUCTION 25% -291,343.92 46 REFUND LATE OPENING 91,500.00 46 CPM DEDUCTION 25% 291,343.92 47 CORRECT POSTING E45 -104,664.75 48 LATE OPENING 1,500.00 48 CPM SUBMITTAL 15,000.00 51 FINAL CPM DEDUCTION -100,000.00 51 SOLID WASTE FORM -10,000.00 51 FINAL CPM DEDUCT 100,000.00 52 LATE REOPENING 76,700.00 52 SOLID WASTE FORM 10,000.00 52 0.00 -15,400.00 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 OTHER OUTSTANDING DOCUMENTS DBE FORM -10,000.00 51 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 11/21/11 EST. NO.54 TIME 08:38 AM R.E. NAME: MOUSSA, NAZEM 07-183114 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DBE FORM 10,000.00 53 0.00 0.00 TOTAL DEDUCTIONS 0.00 -15,400.00 PROGRAM CAS145 PAGE 1 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 08:38 AM ESTIMATE NO. 54 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 06/29/11 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 11/21/11 LOCATION FINAL 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,500.0000 12,500.00 1.000 12,500.00 002 TIME-RELATED OVERHEAD WDAY 7,800.0000 9,516,000.00 1,220.000 9,516,000.00 003 TEMPORARY SOUND BLANKET M2 75.0000 63,750.00 668.000 50,100.00 004 PREPARE STORM WATER POLLUTION LS 8,200.0000 8,200.00 1.000 8,200.00 PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 500,000.0000 500,000.00 1.000 500,000.00 006 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 007 TRAFFIC CONTROL SYSTEM LS 0.0000 8,000,000.00 1.000 8,000,000.00 (S) 008 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 12,200.00 327.600 13,104.00 (S) 009 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 971,000.00 1,302,344.000 1,302,344.00 (S) 010 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 38,500.00 696.000 34,800.00 (S) 011 TEMPORARY PAVEMENT MARKER EA 5.0000 267,000.00 77,755.000 388,775.00 (S) 012 TEMPORARY RAILING (TYPE K) M 40.0000 2,248,000.00 52,958.798 2,118,351.92 (S) 013 MOVEABLE CONCRETE BARRIER LS 750,000.0000 1,750,000.00 1.000 1,750,000.00 (S) 014 TEMPORARY CRASH CUSHION MODULE EA 250.0000 372,500.00 1,062.000 265,500.00 (S) 015 TEMPORARY CRASH CUSHION (ABSORB 350) LS 30,000.0000 30,000.00 0.000 0.00 (S) 016 REMOVE CHAIN LINK FENCE M 300.0000 2,700.00 10.000 3,000.00 (S) 017 REMOVE METAL BEAM GUARD RAILING M 25.0000 31,250.00 1,558.490 38,962.25 (S) 018 REMOVE DOUBLE METAL BEAM BARRIER M 35.0000 242,900.00 6,934.500 242,707.50 (S) 019 REMOVE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 020 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.5000 64,250.00 30,184.000 75,460.00 (S) 021 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 167,800.00 455,756.000 911,512.00 (S) 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 43,600.00 47,420.000 94,840.00 (S) PROGRAM CAS145 PAGE 2 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 08:38 AM ESTIMATE NO. 54 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 06/29/11 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAVEMENT MARKER EA 1.0000 29,200.00 79,627.000 79,627.00 (S) 024 REMOVE ROADSIDE SIGN EA 500.0000 9,000.00 16.000 8,000.00 025 REMOVE SIGN STRUCTURE EA 7,000.0000 238,000.00 34.000 238,000.00 (S) 026 REMOVE ASPHALT CONCRETE DIKE M 10.0000 75,300.00 7,667.880 76,678.80 027 REMOVE PIPE M 100.0000 171,000.00 2,009.630 200,963.00 028 REMOVE INLET EA 1,000.0000 91,000.00 90.000 90,000.00 029 REMOVE CONCRETE PAVEMENT (150 MM PCC) M2 30.0000 2,700.00 68.000 2,040.00 030 REMOVE CONCRETE PAVEMENT (200 MM PCC) M2 8.0000 658,400.00 84,629.710 677,037.68 031 RECONSTRUCT METAL BEAM GUARD RAILING M 175.0000 16,625.00 53.200 9,310.00 (S) 032 RELOCATE ROADSIDE SIGN-TWO POST EA 350.0000 350.00 0.000 0.00 033 ADJUST INLET EA 1,500.0000 72,000.00 42.000 63,000.00 034 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 40.0000 168,400.00 5,334.120 213,364.80 (S) 035 REMOVE CONCRETE M3 750.0000 6,750.00 7.760 5,820.00 036 REMOVE CONCRETED-ROCK SLOPE PROTECTION M3 400.0000 5,600.00 14.000 5,600.00 (PORTION) 037 REMOVE CONCRETE CURB M 25.0000 198,000.00 7,001.830 175,045.75 038 REMOVE CONCRETE BARRIER (TYPE K) M 15.0000 7,200.00 572.850 8,592.75 039 REMOVE CONCRETE BARRIER (TYPE 50) M 25.0000 169,750.00 7,231.000 180,775.00 040 REMOVE CONCRETE BARRIER (TYPE 60GE) M 25.0000 150.00 6.000 150.00 041 REMOVE CONCRETE BARRIER (TYPE 60C) M 25.0000 2,400.00 100.000 2,500.00 042 REMOVE CONCRETE BARRIER (TYPE 50D) M 25.0000 4,750.00 190.000 4,750.00 043 CLEAN BRIDGE DECK M2 6.0000 22,560.00 3,345.000 20,070.00 044 CAP INLET EA 1,500.0000 24,000.00 23.000 34,500.00 045 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 1.000 10,000.00 046 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 1.000 10,000.00 047 BRIDGE REMOVAL (PORTION), LOCATION C LS 75,000.0000 75,000.00 1.000 75,000.00 048 BRIDGE REMOVAL (PORTION), LOCATION D LS 65,000.0000 65,000.00 1.000 65,000.00 049 CLEARING AND GRUBBING LS 55,000.0000 55,000.00 1.000 55,000.00 PROGRAM CAS145 PAGE 3 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 08:38 AM ESTIMATE NO. 54 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 06/29/11 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION M3 60.0000 5,706,000.00 105,392.380 6,323,542.80 051 ROADWAY EXCAVATION (TYPE Z-2) M3 150.0000 1,150,500.00 6,082.610 912,391.50 (AERIALLY DEPOSITED LEAD) 052 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 053 STRUCTURE EXCAVATION (BRIDGE) M3 300.0000 48,900.00 163.000 48,900.00 (F) 054 STRUCTURE EXCAVATION (TYPE D) M3 1,500.0000 198,000.00 132.000 198,000.00 (F) 055 STRUCTURE EXCAVATION (RETAINING WALL) M3 400.0000 524,400.00 1,311.000 524,400.00 (F) (TYPE Z-2)(AERIALLY DEPOSITED LEAD) 056 STRUCTURE EXCAVATION (TYPE Z-2) M3 150.0000 85,800.00 572.000 85,800.00 (F) (AERIALLY DEPOSITED LEAD) 057 STRUCTURE BACKFILL (BRIDGE) M3 500.0000 72,000.00 144.000 72,000.00 (F) 058 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 118,300.00 1,183.000 118,300.00 (F) 059 IMPORTED BORROW M3 10.0000 243,000.00 13,674.000 136,740.00 060 IMPORTED MATERIAL (SHOULDER BACKING) TONN 25.0000 126,750.00 5,072.000 126,800.00 061 HIGHWAY PLANTING LS 25,000.0000 25,000.00 0.000 0.00 (S) 062 FIBER (EROSION CONTROL) KG 1.0000 12,000.00 15,000.000 15,000.00 (S) 063 COMPOST (EROSION CONTROL) M3 70.0000 42,000.00 750.000 52,500.00 (S) 064 PURE LIVE SEED (EROSION CONTROL) KG 175.0000 12,600.00 90.000 15,750.00 (S) 065 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 10.0000 6,000.00 750.000 7,500.00 (S) 066 STABILIZING EMULSION (EROSION CONTROL) KG 8.0000 7,200.00 1,125.000 9,000.00 (S) 067 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0.00 (S) 068 MAINTAIN EXISTING IRRIGATION FACILITIES LS 140,000.0000 140,000.00 0.000 0.00 (S) 069 NPS 3 SUPPLY LINE (BRIDGE) M 350.0000 38,850.00 111.000 38,850.00 070 EXTEND 200 MM CONDUIT M 600.0000 12,600.00 0.000 0.00 (S) 071 EXTEND 250 MM CONDUIT M 650.0000 9,750.00 0.000 0.00 (S) 072 AGGREGATE BASE (APPROACH SLAB) M3 150.0000 12,450.00 103.700 15,555.00 073 CLASS 3 AGGREGATE BASE M3 65.0000 372,450.00 5,192.250 337,496.25 074 CLASS 3 AGGREGATE BASE M3 70.0000 2,023,000.00 39,068.900 2,734,823.00 (WORKING PLATFORM) 075 LEAN CONCRETE BASE M3 200.0000 744,000.00 3,237.500 647,500.00 076 ASPHALT CONCRETE (TYPE B) TEXTURED M2 115.0000 1,041,900.00 0.000 0.00 (S) PAVING PROGRAM CAS145 PAGE 4 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 08:38 AM ESTIMATE NO. 54 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 06/29/11 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 ASPHALT CONCRETE (TYPE A)(PG 64-28 PM) TONN 135.0000 11,286,000.00 79,766.020 10,768,412.70 078 ASPHALT CONCRETE (TYPE A)(PG 70-10) TONN 120.0000 4,332,000.00 35,517.710 4,262,125.20 (RICH BOTTOM) 079 ASPHALT CONCRETE (TYPE A)(PG 70-10) TONN 115.0000 19,780,000.00 166,520.410 19,149,847.15 080 ASPHALT CONCRETE (TYPE A)(PG 70-10) TONN 115.0000 7,429,000.00 47,218.210 5,430,094.15 (LEVELING COURSE) 081 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 135.0000 5,724,000.00 42,590.290 5,749,689.15 082 PAVEMENT REINFORCING FABRIC M2 1.5000 669,000.00 407,379.680 611,069.52 083 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 84.0000 3,528.00 40.030 3,362.52 AREA) 084 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 16,260.00 5,233.330 15,699.99 085 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 3,810.00 751.140 2,253.42 086 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 3.0000 2,820.00 734.140 2,202.42 087 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 16,320.00 6,010.790 18,032.37 088 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 2,310.00 665.770 1,997.31 089 CONCRETE PAVEMENT M3 275.0000 2,046,000.00 6,622.803 1,821,270.83 090 CONCRETE PAVEMENT (WEIGH-IN-MOTION) M3 900.0000 585,000.00 627.720 564,948.00 091 REPLACE CONCRETE PAVEMENT M3 1,000.0000 1,880,000.00 1,693.700 1,693,700.00 (RAPID STRENGTH CONCRETE) 092 SEAL PAVEMENT JOINT M 20.0000 109,600.00 6,202.700 124,054.00 093 SEAL LONGITUDINAL ISOLATION JOINT M 25.0000 151,250.00 6,260.000 156,500.00 094 TIE BAR (DRILL AND BOND) EA 15.0000 112,950.00 0.000 0.00 095 CRACK EXISTING CONCRETE PAVEMENT M2 1.5000 367,500.00 230,242.730 345,364.10 096 GRIND EXISTING CONCRETE M2 15.0000 148,650.00 8,206.020 123,090.30 (S) PAVEMENT 097 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 20,000.00 19.600 19,600.00 (S) PILING 098 FURNISH PILING (CLASS 625) M 85.0000 71,400.00 790.000 67,150.00 099 DRIVE PILE (CLASS 625) EA 2,250.0000 137,250.00 61.000 137,250.00 (S) 100 FURNISH PILING (CLASS 400) M 70.0000 73,920.00 1,058.000 74,060.00 101 DRIVE PILE (CLASS 400) EA 3,000.0000 273,000.00 91.000 273,000.00 (S) 102 PRESTRESSING CAST-IN-PLACE CONCRETE LS 150,000.0000 150,000.00 1.000 150,000.00 (S) 103 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 750.0000 42,750.00 57.000 42,750.00 (F) PROGRAM CAS145 PAGE 5 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 08:38 AM ESTIMATE NO. 54 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 06/29/11 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BRIDGE M3 2,500.0000 1,547,500.00 619.000 1,547,500.00 (F) 105 STRUCTURAL CONCRETE, RETAINING WALL M3 1,500.0000 1,063,500.00 709.000 1,063,500.00 (F) 106 STRUCTURE CONCRETE (PUMPING PLANT) M3 6,000.0000 60,000.00 10.000 60,000.00 (F) 107 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,000.0000 144,000.00 72.000 144,000.00 (F) (TYPE N) 108 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 1,212,000.00 699.000 1,048,500.00 (TYPE R) 109 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 51,000.00 28.860 43,290.00 (TYPE R)(MODIFIED) 110 CLASS 1 CONCRETE (BOX CULVERT) M3 20,000.0000 10,000.00 0.500 10,000.00 (F) 111 MINOR CONCRETE (MINOR STRUCTURE) M3 3,500.0000 1,375,500.00 384.680 1,346,380.00 (F) 112 PAVING NOTCH EXTENSION M3 5,000.0000 75,000.00 5.141 25,705.00 113 ARCHITECTURAL TREATMENT M2 400.0000 8,400.00 21.000 8,400.00 114 ARCHITECTURAL TEXTURED IMAGE EA 600.0000 228,000.00 378.000 226,800.00 115 DRILL AND BOND DOWEL M 100.0000 13,600.00 136.000 13,600.00 116 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) M 200.0000 2,400.00 12.000 2,400.00 117 CLEAN EXPANSION JOINT (DEPTH=2085MM) M 450.0000 39,600.00 0.000 0.00 118 CLEAN EXPANSION JOINT M 75.0000 15,525.00 235.000 17,625.00 119 RAPID SETTING CONCRETE (PATCH) M3 5,000.0000 5,000.00 0.000 0.00 120 REFINISH BRIDGE DECK M2 200.0000 52,400.00 111.000 22,200.00 121 CORE CONCRETE (101 MM - 150 MM) M 500.0000 3,500.00 7.000 3,500.00 (S) 122 SOUND WALL (MASONRY BLOCK) M2 400.0000 60,000.00 151.500 60,600.00 (SF) 123 JOINT SEAL (TYPE A) M 235.0000 19,975.00 85.000 19,975.00 (SF) 124 JOINT SEAL (TYPE AL) M 140.0000 35,980.00 221.700 31,038.00 (S) 125 JOINT SEAL (MR 30 MM) M 200.0000 17,600.00 88.000 17,600.00 (S) 126 JOINT SEAL (MR 15 MM) M 300.0000 37,800.00 126.000 37,800.00 (S) 127 JOINT SEAL (MR 50 MM) M 565.0000 10,170.00 18.000 10,170.00 (S) 128 BAR REINFORCING STEEL (BRIDGE) KG 5.0000 443,500.00 88,700.000 443,500.00 (SF) 129 BAR REINFORCING STEEL (RETAINING WALL) KG 5.0000 266,745.00 53,349.000 266,745.00 (SF) 130 BAR REINFORCING STEEL (PUMPING PLANT) KG 5.0000 6,750.00 1,350.000 6,750.00 (SF) PROGRAM CAS145 PAGE 6 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 08:38 AM ESTIMATE NO. 54 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 06/29/11 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 TREAT BRIDGE DECK M2 7.0000 26,320.00 3,760.000 26,320.00 (F) 132 FURNISH BRIDGE DECK TREATMENT MATERIAL L 20.0000 30,080.00 1,749.000 34,980.00 (LOW ODOR) 133 FURNISH SIGN STRUCTURE (TRUSS) KG 12.5000 6,146,125.00 491,690.000 6,146,125.00 (F) 134 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7500 368,767.50 491,690.000 368,767.50 (SF) 135 1524 MM CAST-IN-DRILLED-HOLE M 2,500.0000 970,000.00 388.000 970,000.00 (SF)CONCRETE PILE (SIGN FOUNDATION) 136 ROADSIDE SIGN - ONE POST EA 300.0000 5,400.00 18.000 5,400.00 137 ROADSIDE SIGN - TWO POST EA 350.0000 700.00 3.000 1,050.00 138 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 400.00 1.000 200.00 METHOD) 139 INSTALL SIGN OVERLAY M2 250.0000 6,250.00 23.600 5,900.00 140 INSTALL SIGN PANEL ON EXISTING FRAME M2 135.0000 14,850.00 166.000 22,410.00 141 300 MM PLASTIC PIPE M 200.0000 22,000.00 76.960 15,392.00 142 300 MM REINFORCED CONCRETE PIPE M 300.0000 13,200.00 57.800 17,340.00 143 450 MM REINFORCED CONCRETE PIPE M 250.0000 215,000.00 874.820 218,705.00 144 600 MM REINFORCED CONCRETE PIPE M 450.0000 67,500.00 154.660 69,597.00 145 100 MM PLASTIC PIPE (EDGE DRAIN) M 50.0000 77,000.00 1,281.700 64,085.00 146 50 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 650.0000 32,500.00 0.000 0.00 147 100 MM PLASTIC PIPE M 700.0000 42,000.00 19.700 13,790.00 (EDGE DRAIN OUTLET) 148 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 450.0000 3,600.00 7.500 3,375.00 (2.01 MM THICK) 149 450 MM CONCRETE FLARED END SECTION EA 2,500.0000 2,500.00 1.000 2,500.00 150 MINOR CONCRETE (BACKFILL) M3 250.0000 75,000.00 280.400 70,100.00 151 ROCK SLOPE PROTECTION M3 500.0000 23,000.00 43.500 21,750.00 (FACING, METHOD B) 152 GROUTED ROCK SLOPE PROTECTION M3 1,000.0000 14,000.00 14.000 14,000.00 153 MISCELLANEOUS IRON AND STEEL KG 5.0000 253,500.00 47,412.000 237,060.00 (SF) 154 MISCELLANEOUS METAL (BRIDGE) KG 50.0000 2,550.00 51.000 2,550.00 (SF) 155 CHAIN LINK FENCE (TYPE CL-1.8) M 500.0000 7,000.00 0.000 0.00 (S) 156 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 8,000.00 72.000 7,200.00 157 METAL BEAM GUARD RAILING M 175.0000 136,500.00 946.770 165,684.75 (S) PROGRAM CAS145 PAGE 7 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 08:38 AM ESTIMATE NO. 54 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 06/29/11 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CHAIN LINK RAILING (TYPE 7) M 300.0000 32,400.00 108.000 32,400.00 (F) 159 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 350.0000 37,800.00 108.000 37,800.00 (F) 160 CONCRETE BARRIER (TYPE 27B MODIFIED) M 300.0000 60,000.00 190.900 57,270.00 161 TRANSITION RAILING (TYPE WB) EA 10,000.0000 120,000.00 13.000 130,000.00 162 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 48,000.00 4.000 4,000.00 47.000 47,000.00 163 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 10,000.00 2.000 10,000.00 (S) 164 ALTERNATIVE FLARED TERMINAL SYSTEM EA 4,500.0000 261,000.00 53.000 238,500.00 (S) 165 CRASH CUSHION (REACT 9CBB) EA 80,000.0000 240,000.00 3.000 240,000.00 (S) 166 CONCRETE BARRIER (TYPE 60G MODIFIED) M 325.0000 867,750.00 2,492.760 810,147.00 167 CONCRETE BARRIER (TYPE 60D) M 250.0000 57,500.00 228.690 57,172.50 168 CONCRETE BARRIER (TYPE 60D MODIFIED) M 300.0000 234,000.00 809.920 242,976.00 169 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 400.0000 17,600.00 44.000 17,600.00 (F) 170 CONCRETE BARRIER (TYPE 60GA) M 350.0000 56,000.00 160.000 56,000.00 (F) 171 CONCRETE BARRIER (TYPE 60GC MODIFIED) M 400.0000 852,000.00 2,115.460 846,184.00 172 CONCRETE BARRIER (TYPE 60R MODIFIED) M 400.0000 360,000.00 857.940 343,176.00 173 CONCRETE BARRIER (TYPE 60GE MODIFIED) M 400.0000 88,000.00 344.970 137,988.00 174 CONCRETE BARRIER (TYPE 60S MODIFIED) M 250.0000 12,500.00 49.240 12,310.00 175 CONCRETE BARRIER (TYPE 60SW MODIFIED) M 650.0000 637,000.00 951.350 618,377.50 176 PORTABLE CONCRETE BARRIER (TYPE 60K) M 50.0000 62,500.00 1,032.890 51,644.50 177 CONCRETE BARRIER (TYPE 736) M 300.0000 26,100.00 87.000 26,100.00 (F) 178 CONCRETE BARRIER (TYPE 736A) M 300.0000 121,500.00 405.000 121,500.00 (F) 179 CONCRETE BARRIER (TYPE 736 MODIFIED) M 450.0000 67,500.00 150.000 67,500.00 (F) 180 CONCRETE BARRIER (TYPE 736A MODIFIED) M 500.0000 9,000.00 18.000 9,000.00 (F) 181 CONCRETE BARRIER (TYPE 736SV) M 2,500.0000 12,500.00 5.000 12,500.00 (F) 182 CONCRETE BARRIER (TYPE 60C MODIFIED) M 300.0000 264,000.00 967.290 290,187.00 183 CONCRETE BARRIER (TYPE 60GW MODIFIED) M 650.0000 2,990,000.00 4,560.980 2,964,637.00 184 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 6,000.00 201.500 10,075.00 PROGRAM CAS145 PAGE 8 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 08:38 AM ESTIMATE NO. 54 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 06/29/11 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 79,050.00 48,750.000 73,125.00 186 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 20,400.00 7,244.000 18,110.00 187 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 13,980.00 6,362.000 12,724.00 (S) (BROKEN 3.66 M - 0.92 M) 188 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 81,000.00 72,777.000 72,777.00 (S) (BROKEN 10.98 M - 3.66 M) 189 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 430.00 465.000 465.00 (S) (BROKEN 5.18 M - 2.14 M) 190 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 82,000.00 73,730.800 73,730.80 (S) 191 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 107,400.00 60,623.000 121,246.00 (S) 192 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 95,600.00 27,935.000 111,740.00 (S) 193 CHANGEABLE MESSAGE SIGN (LOCATION LB114) LS 40,000.0000 40,000.00 1.000 40,000.00 (S) 194 CHANGEABLE MESSAGE SIGN (LOCATION LB115) LS 35,000.0000 35,000.00 1.000 35,000.00 (S) 195 CHANGEABLE MESSAGE SIGN (LOCATION LB139) LS 40,000.0000 40,000.00 1.000 40,000.00 (S) 196 SIZE 53 CONDUIT (TRENCH IN UNPAVED AREA) M 150.0000 360,000.00 2,146.000 321,900.00 (S) 197 SIZE 53 TYPE 1, CONDUIT M 200.0000 58,000.00 290.000 58,000.00 (S) (JACKED BENEATH THE ROADWAY) 198 SIZE 78 TYPE 1, CONDUIT M 300.0000 273,000.00 963.000 288,900.00 (S) (JACKED BENEATH THE ROADWAY) 199 TWO SIZE 103 CONDUITS M 250.0000 2,725,000.00 10,034.000 2,508,500.00 (S) (TRENCH IN PAVEMENT) 200 SIZE 103 TYPE 1, CONDUIT M 400.0000 136,000.00 401.000 160,400.00 (S) (JACKED BENEATH THE ROADWAY) 201 TWO SIZE 103 CONDUIT M 300.0000 135,000.00 418.000 125,400.00 (S) (TRENCH IN UNPAVED AREA) 202 SIZE 25 INNERDUCT M 10.0000 520,000.00 48,429.000 484,290.00 (S) 203 COMMUNICATION CONDUIT (BRIDGE) M 500.0000 25,000.00 55.000 27,500.00 (S) 204 SPRINKLER CONTROL CONDUIT (BRIDGE) M 300.0000 33,300.00 111.000 33,300.00 (SF) 205 MODIFY TRAFFIC MONITORING STATION LS 950,000.0000 950,000.00 1.000 950,000.00 206 TRAFFIC MONITORING STATION LS 65,000.0000 65,000.00 1.000 65,000.00 (S) (LOCATION 2702) 207 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 700,000.0000 700,000.00 1.000 700,000.00 (S) 208 MODIFY LIGHTING AND SIGN ILLUMINATION LS 750,000.0000 2,750,000.00 1.000 2,750,000.00 (S) 209 12 SINGLEMODE FIBER OPTIC CABLE M 20.0000 100,000.00 6,250.000 125,000.00 210 48 SINGLE MODE FIBER OPTIC CABLE M 15.0000 544,500.00 36,300.000 544,500.00 (S) 211 FIBER OPTIC SPLICE CLOSURE EA 2,500.0000 75,000.00 32.000 80,000.00 (S) PROGRAM CAS145 PAGE 9 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 08:38 AM ESTIMATE NO. 54 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 06/29/11 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 FIBER OPTIC TRAFFIC MODEM EA 3,000.0000 72,000.00 22.000 66,000.00 213 FIBER DISTRIBUTION UNIT EA 1,500.0000 36,000.00 24.000 36,000.00 214 CLOSED CIRCUIT TELEVISION CAMERA LS 45,000.0000 45,000.00 1.000 45,000.00 (S) (LOCATION LB098) 215 CLOSED CIRCUIT TELEVISION CAMERA LS 60,000.0000 60,000.00 1.000 60,000.00 (S) (LOCATION LB109) 216 CLOSED CIRCUIT TELEVISION CAMERA LS 80,000.0000 80,000.00 1.000 80,000.00 (S) (LOCATION LB119) 217 CLOSED CIRCUIT TELEVISION CAMERA LS 125,000.0000 125,000.00 1.000 125,000.00 (S) (LOCATION LB128) 218 CLOSED CIRCUIT TELEVISION CAMERA LS 110,000.0000 110,000.00 1.000 110,000.00 (S) (LOCATION LB132) 219 CLOSED CIRCUIT TELEVISION CAMERA LS 70,000.0000 70,000.00 1.000 70,000.00 (S) (LOCATION LB139) 220 CLOSED CIRCUIT TELEVISION CAMERA LS 50,000.0000 50,000.00 1.000 50,000.00 (S) (LOCATION LB145) 221 CLOSED CIRCUIT TELEVISION CAMERA LS 80,000.0000 80,000.00 1.000 80,000.00 (S) (LOCATION LB153) 222 CLOSED CIRCUIT TELEVISION CAMERA LS 85,000.0000 85,000.00 1.000 85,000.00 (S) (LOCATION LB160) 223 VIDEO NODE (LOCATION LB153) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 224 DATA NODE (LOCATION LB153) LS 70,000.0000 70,000.00 1.000 70,000.00 (S) 225 CABLE NODE (LOCATION LB131) LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 226 CABLE NODE (LOCATION LB157) LS 50,000.0000 50,000.00 1.000 50,000.00 227 COMMUNICATION PULL BOX EA 2,500.0000 227,500.00 89.000 222,500.00 (S) 228 SPLICE VAULT EA 6,000.0000 150,000.00 25.000 150,000.00 (S) 229 SYSTEM TESTING AND DOCUMENTATION LS 110,000.0000 110,000.00 1.000 110,000.00 (S) 230 WORK AT LOS ANGELES AIRPORT (LAX) HUB LS 70,000.0000 70,000.00 1.000 70,000.00 (S) BUILDING 231 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 232 CONCRETE BARRIER (TYPE 60S) M 200.0000 208,000.00 1,074.070 214,814.00 233 CONCRETE BARRIER (TYPE 60SA MODIFIED) M 250.0000 49,500.00 198.000 49,500.00 (F) PROGRAM CAS145 PAGE 10 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 08:38 AM ESTIMATE NO. 54 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 06/29/11 R.E. NAME: MOUSSA, NAZEM DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,000.00 125,886,178.68 ADJUSTMENT OF COMPENSATION 298,218.96 4,382,311.40 EXTRA WORK 0.00 5,712,731.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 302,218.96 135,981,221.90 234 MOBILIZATION LS 0.0000 14,000,000.00 1.000 14,000,000.00 ORIGINAL CONTRACT AMOUNT 143,656,050.50 TOTAL WORK COMPLETED 302,218.96 149,981,221.90 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -15,400.00 TOTAL 302,218.96 149,965,821.90 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/05/07 1340 08/02/07 08/29/07 06/29/11 842 112 -120 0 100% 100% MOUSSA, NAZEM RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/11