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 03/25/09 EST. NO.21 TIME 10:51 AM R.E. NAME: FAYAD, HASSAN 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 --------------------------------------------------------------------------- 001 0172 1,450.14 E.W. @ F.A.(+) 100808 N 0456.0 0173 1,220.50 101908 N 0471.0 0174 841.29 110608 N 0473.0 0176 1,061.19 122208 N 0536.0 0177 1,076.50 120308 N 0570.0 0178 334.88 120708 N 0580.0 0179 318.17 121008 N 0584.0 0180 249.92 121008 N 0587.0 0182 3,518.37 122308 N 0599.0 0183 393.19 122308 N 0600.0 0184 1,201.93 122608 N 0603.0 0185 452.94 010809 N 0605.0 0186 392.35 010809 N 0606.0 0187 1,528.57 011009 N 0607.0 0188 616.07 011109 N 0609.0 0189 313.87 011109 N 0610.0 0190 2,129.54 011109 N 0611.0 0191 1,419.57 011209 N 0612.0 0192 2,093.04 011308 N 0613.0 0193 2,029.13 012009 N 0615.0 0194 432.09 012009 N 0617.0 0195 395.89 012409 N 0618.0 0196 390.40 012509 N 0620.0 0197 1,692.63 012809 N 0621.0 0198 446.29 013009 N 0622.0 0199 428.12 013109 N 0624.0 0200 2,836.18 013109 N 0625.0 0201 3,561.89 020109 N 0626.0 0202 454.71 020309 N 0627.0 0203 941.80 020709 N 0629.0 0204 3,428.05 122008 N 0537.0 0205 2,831.68 101508 N 0636.0 0206 2,571.10 120308 N 0576.0 0207 2,110.78 122608 N 0604.0 0208 3,379.96 112508 N 0559.0 0209 752.41 121708 N 0539.1 0210 2,506.97 122008 N 0598.0 0211 400.52 010909 N 0608.0 0212 655.65 012009 N 0616.0 0213 243.96 020409 N 0628.0 004 0035 2,264.06 E.W. @ F.A.(+) 102008 N 0472.0 0036 376.18 121508 N 0591.0 006 0009 1,312.00 E.W. @ F.A.(+) 011309 N 0545.1 009 0045 2,177.06 E.W. @ F.A.(+) 100808 N 0454.0 0046 2,841.43 110608 N 0513.0 013 0019 571.33 E.W. @ F.A.(+) 120208 N 0534.0 0020 633.70 012509 N 0619.0 047 0014 873.60 E.W. @ F.A.(+) 120308 N 0572.0 0015 635.96 121508 N 0592.0 0017 999.36 112208 N 0532.1 0018 441.40 111508 N 0551.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 03/25/09 EST. NO.21 TIME 10:51 AM R.E. NAME: FAYAD, HASSAN 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 --------------------------------------------------------------------------- 0019 1,426.80 120408 N 0577.0 0020 3,002.02 120408 N 0578.0 0021 1,589.94 121508 N 0595.0 049 0003 4,581.18 E.W. @ F.A.(+) 100708 N 0461.0 0004 3,757.79 101908 N 0469.0 055 0002 2,112.00 E.W. @ F.A.(+) 120408 N 0546.0 0003 16,299.80 122208 N 0566.0 0004 1,472.22 111708 N 0544.0 0005 2,576.38 102008 N 0549.0 103,046.45 TOTAL THIS ESTIMATE 1,097,740.03 TOTAL PREVIOUS ESTIMATE 1,200,786.48 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 03/25/09 EST. NO.21 TIME 10:51 AM R.E. NAME: FAYAD, HASSAN 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 0.00 -345,400.00 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 TOTAL DEDUCTIONS 0.00 -345,400.00 PROGRAM CAS145 PAGE 1 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 10:51 AM ESTIMATE NO. 21 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 03/20/09 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 03/25/09 LOCATION 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 17.000 132,600.00 329.000 2,566,200.00 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 0.030 15,000.00 0.550 275,000.00 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 0.030 240,000.00 0.550 4,400,000.00 S) 08 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 12,200.00 23.400 936.00 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 971,000.00 160,081.000 160,081.00 411,128.000 411,128.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 38,500.00 574.000 28,700.00 S) 11 TEMPORARY PAVEMENT MARKER EA 5.0000 267,000.00 10,782.000 53,910.00 24,554.000 122,770.00 S) 12 TEMPORARY RAILING (TYPE K) M 40.0000 2,248,000.00 51,608.778 2,064,351.12 S) 13 MOVEABLE CONCRETE BARRIER LS 1750,000.0000 1,750,000.00 0.130 227,500.00 0.380 665,000.00 S) 14 TEMPORARY CRASH CUSHION MODULE EA 250.0000 372,500.00 883.000 220,750.00 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 1,307.650 32,691.25 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 0.000 0.00 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 44,326.000 88,652.00 193,417.000 386,834.00 S) 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 43,600.00 47,420.000 94,840.00 S) PROGRAM CAS145 PAGE 2 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 10:51 AM ESTIMATE NO. 21 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 03/20/09 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,366.000 3,366.00 72,107.000 72,107.00 S) 24 REMOVE ROADSIDE SIGN EA 500.0000 9,000.00 0.000 0.00 25 REMOVE SIGN STRUCTURE EA 7,000.0000 238,000.00 5.000 35,000.00 32.000 224,000.00 S) 26 REMOVE ASPHALT CONCRETE DIKE M 10.0000 75,300.00 227.000 2,270.00 5,689.590 56,895.90 27 REMOVE PIPE M 100.0000 171,000.00 1,699.800 169,980.00 28 REMOVE INLET EA 1,000.0000 91,000.00 1.000 1,000.00 67.000 67,000.00 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 7,522.940 60,183.52 30,177.740 241,421.92 31 RECONSTRUCT METAL BEAM GUARD RAILING M 175.0000 16,625.00 0.000 0.00 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 0.000 0.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 40.0000 168,400.00 660.000 26,400.00 S) 35 REMOVE CONCRETE M3 750.0000 6,750.00 1.940 1,455.00 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 198,000.00 303.070 7,576.75 5,562.480 139,062.00 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 0.000 0.00 44 CAP INLET EA 1,500.0000 24,000.00 10.000 15,000.00 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 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 10:51 AM ESTIMATE NO. 21 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 03/20/09 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,477.820 268,669.20 59,507.760 3,570,465.60 51 ROADWAY EXCAVATION (TYPE Z-2) M3 150.0000 1,150,500.00 26.880 4,032.00 4,530.090 679,513.50 (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 118,300.00 208.000 20,800.00 1,123.000 112,300.00 F) 59 IMPORTED BORROW M3 10.0000 243,000.00 6,696.570 66,965.70 8,197.000 81,970.00 60 IMPORTED MATERIAL (SHOULDER BACKING) TONN 25.0000 126,750.00 0.000 0.00 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 36.000 12,600.00 111.000 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 39.760 5,964.00 104.260 15,639.00 73 CLASS 3 AGGREGATE BASE M3 65.0000 372,450.00 9.150 594.75 5,181.050 336,768.25 74 CLASS 3 AGGREGATE BASE M3 70.0000 2,023,000.00 3,789.850 265,289.50 16,846.150 1,179,230.50 (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 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 10:51 AM ESTIMATE NO. 21 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 03/20/09 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,241.940 842,661.90 15,462.050 2,087,376.75 78 ASPHALT CONCRETE (TYPE A)(PG 70-10) TONN 120.0000 4,332,000.00 5,077.480 609,297.60 18,167.600 2,180,112.00 (RICH BOTTOM) 79 ASPHALT CONCRETE (TYPE A)(PG 70-10) TONN 115.0000 19,780,000.00 7,555.410 868,872.15 46,166.100 5,309,101.50 80 ASPHALT CONCRETE (TYPE A)(PG 70-10) TONN 115.0000 7,429,000.00 74.120 8,523.80 7,867.120 904,718.80 (LEVELING COURSE) 81 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 135.0000 5,724,000.00 7,797.800 1,052,703.00 7,797.800 1,052,703.00 82 PAVEMENT REINFORCING FABRIC M2 1.5000 669,000.00 16,184.460 24,276.69 137,175.510 205,763.27 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 0.000 0.00 91 REPLACE CONCRETE PAVEMENT M3 1,000.0000 1,880,000.00 601.790 601,790.00 (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 38,706.130 58,059.20 96 GRIND EXISTING CONCRETE M2 15.0000 148,650.00 3,270.800 49,062.00 3,270.800 49,062.00 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 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 10:51 AM ESTIMATE NO. 21 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 03/20/09 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 29.190 58,380.00 F) (TYPE N) 08 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 1,212,000.00 122.460 183,690.00 336.950 505,425.00 (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 28.920 101,220.00 151.715 531,002.50 F) 12 PAVING NOTCH EXTENSION M3 5,000.0000 75,000.00 1.637 8,185.00 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 11.500 2,300.00 21 CORE CONCRETE (101 MM - 150 MM) M 500.0000 3,500.00 3.500 1,750.00 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 0.000 0.00 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 0.000 0.00 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 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 10:51 AM ESTIMATE NO. 21 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 03/20/09 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 32 FURNISH BRIDGE DECK TREATMENT MATERIAL L 20.0000 30,080.00 0.000 0.00 (LOW ODOR) 33 FURNISH SIGN STRUCTURE (TRUSS) KG 12.5000 6,146,125.00 104,250.000 1,303,125.00 458,090.000 5,726,125.00 F) 34 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7500 368,767.50 92,250.000 69,187.50 446,090.000 334,567.50 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 0.000 0.00 37 ROADSIDE SIGN - TWO POST EA 350.0000 700.00 0.000 0.00 38 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 400.00 0.000 0.00 METHOD) 39 INSTALL SIGN OVERLAY M2 250.0000 6,250.00 0.000 0.00 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 57.800 17,340.00 43 450 MM REINFORCED CONCRETE PIPE M 250.0000 215,000.00 63.200 15,800.00 378.020 94,505.00 44 600 MM REINFORCED CONCRETE PIPE M 450.0000 67,500.00 4.000 1,800.00 103.750 46,687.50 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 75,000.00 117.000 29,250.00 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 253,500.00 592.000 2,960.00 5,464.000 27,320.00 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 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 10:51 AM ESTIMATE NO. 21 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 03/20/09 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 59 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 350.0000 37,800.00 0.000 0.00 F) 60 CONCRETE BARRIER (TYPE 27B MODIFIED) M 300.0000 60,000.00 160.600 48,180.00 61 TRANSITION RAILING (TYPE WB) EA 10,000.0000 120,000.00 0.000 0.00 62 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 48,000.00 0.000 0.00 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 0.000 0.00 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 57,500.00 188.680 47,170.00 68 CONCRETE BARRIER (TYPE 60D MODIFIED) M 300.0000 234,000.00 791.920 237,576.00 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 1,811.750 724,700.00 72 CONCRETE BARRIER (TYPE 60R MODIFIED) M 400.0000 360,000.00 526.410 210,564.00 73 CONCRETE BARRIER (TYPE 60GE MODIFIED) M 400.0000 88,000.00 259.710 103,884.00 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 58.000 17,400.00 F) 78 CONCRETE BARRIER (TYPE 736A) M 300.0000 121,500.00 65.000 19,500.00 65.000 19,500.00 F) 79 CONCRETE BARRIER (TYPE 736 MODIFIED) M 450.0000 67,500.00 60.000 27,000.00 F) 80 CONCRETE BARRIER (TYPE 736A MODIFIED) M 500.0000 9,000.00 9.000 4,500.00 9.000 4,500.00 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 0.000 0.00 83 CONCRETE BARRIER (TYPE 60GW MODIFIED) M 650.0000 2,990,000.00 4,432.080 2,880,852.00 84 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 6,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 10:51 AM ESTIMATE NO. 21 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 03/20/09 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 40,729.000 81,458.00 S) 92 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 95,600.00 18,706.000 74,824.00 S) 93 CHANGEABLE MESSAGE SIGN (LOCATION LB114) LS 40,000.0000 40,000.00 0.000 0.00 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 1,016.000 152,400.00 1,065.700 159,855.00 S) 97 SIZE 53 TYPE 1, CONDUIT M 200.0000 58,000.00 12.000 2,400.00 270.000 54,000.00 S) (JACKED BENEATH THE ROADWAY) 98 SIZE 78 TYPE 1, CONDUIT M 300.0000 273,000.00 150.000 45,000.00 885.000 265,500.00 S) (JACKED BENEATH THE ROADWAY) 99 TWO SIZE 103 CONDUITS M 250.0000 2,725,000.00 682.000 170,500.00 4,541.000 1,135,250.00 S) (TRENCH IN PAVEMENT) 00 SIZE 103 TYPE 1, CONDUIT M 400.0000 136,000.00 31.000 12,400.00 281.800 112,720.00 S) (JACKED BENEATH THE ROADWAY) 01 TWO SIZE 103 CONDUIT M 300.0000 135,000.00 0.000 0.00 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 25.000 12,500.00 S) 04 SPRINKLER CONTROL CONDUIT (BRIDGE) M 300.0000 33,300.00 111.000 33,300.00 111.000 33,300.00 SF) 05 MODIFY TRAFFIC MONITORING STATION LS 950,000.0000 950,000.00 0.030 28,500.00 0.480 456,000.00 06 TRAFFIC MONITORING STATION LS 65,000.0000 65,000.00 0.050 3,250.00 0.080 5,200.00 S) (LOCATION 2702) 07 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 700,000.0000 700,000.00 0.000 0.00 S) 08 MODIFY LIGHTING AND SIGN ILLUMINATION LS 2750,000.0000 2,750,000.00 0.050 137,500.00 0.450 1,237,500.00 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 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 10:51 AM ESTIMATE NO. 21 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 03/20/09 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) (LOCATION LB098) 15 CLOSED CIRCUIT TELEVISION CAMERA LS 60,000.0000 60,000.00 0.010 600.00 S) (LOCATION LB109) 16 CLOSED CIRCUIT TELEVISION CAMERA LS 80,000.0000 80,000.00 0.030 2,400.00 0.030 2,400.00 S) (LOCATION LB119) 17 CLOSED CIRCUIT TELEVISION CAMERA LS 125,000.0000 125,000.00 0.050 6,250.00 0.080 10,000.00 S) (LOCATION LB128) 18 CLOSED CIRCUIT TELEVISION CAMERA LS 110,000.0000 110,000.00 0.000 0.00 S) (LOCATION LB132) 19 CLOSED CIRCUIT TELEVISION CAMERA LS 70,000.0000 70,000.00 0.000 0.00 S) (LOCATION LB139) 20 CLOSED CIRCUIT TELEVISION CAMERA LS 50,000.0000 50,000.00 0.000 0.00 S) (LOCATION LB145) 21 CLOSED CIRCUIT TELEVISION CAMERA LS 80,000.0000 80,000.00 0.000 0.00 S) (LOCATION LB153) 22 CLOSED CIRCUIT TELEVISION CAMERA LS 85,000.0000 85,000.00 0.010 850.00 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 0.000 0.00 27 COMMUNICATION PULL BOX EA 2,500.0000 227,500.00 0.000 0.00 S) 28 SPLICE VAULT EA 6,000.0000 150,000.00 0.000 0.00 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 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-183114 TIME 10:51 AM ESTIMATE NO. 21 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 03/20/09 R.E. NAME: FAYAD, HASSAN DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 7,447,024.06 57,823,708.19 ADJUSTMENT OF COMPENSATION 0.00 282,575.60 EXTRA WORK 103,046.45 918,210.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,550,070.51 59,024,494.67 34 MOBILIZATION LS 4000,000.0000 14,000,000.00 0.950 13,300,000.00 ORIGINAL CONTRACT AMOUNT 143,656,050.50 TOTAL WORK COMPLETED 7,550,070.51 72,324,494.67 MATERIALS ON HAND ON SITE 444,914.06 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -345,400.00 TOTAL 7,550,070.51 72,424,008.73 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 12/17/12 329 56 0 0 49% 25% PROGRESS IS SATISFACTORY FAYAD, HASSAN RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 03/25/09