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 09/22/10 EST. NO.24 TIME 02:04 PM R.E. NAME: CHOU, MICHAEL 07-166814 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 037 0008 100,000.00 A.C. @ U.P.(+) 090310 N 0008 0 100,000.00 TOTAL THIS ESTIMATE 1,980,965.38 TOTAL PREVIOUS ESTIMATE 2,080,965.38 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 09/22/10 EST. NO.24 TIME 02:04 PM R.E. NAME: CHOU, MICHAEL 07-166814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE REOPEN -104,500.00 10 LEAD COMPLIANCE VIOL -50,000.00 13 SWPPP VIOLATION -50,000.00 16 ADLVIOLATION -50,000.00 18 RETURN FOR LEAD VIOL 50,000.00 19 RETURN FOR SWPPP VIO 50,000.00 19 RETURN FOR ADL VIOLA 50,000.00 19 SAFETY VIOLATION -150,000.00 19 RETURN SAFETY VIOL 150,000.00 21 SWPPP VIOLATION -150,000.00 21 SWPPP VIOLATION -20,000.00 24 -20,000.00 -274,500.00 TOTAL DEDUCTIONS -20,000.00 -274,500.00 PROGRAM CAS145 PAGE 1 DATE 09/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 02:04 PM ESTIMATE NO. 24 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 09/22/10 LOCATION PROGRESS ESTIMATE 07-LA-10-18.3/31.3 ----------------- ATKINSON CONTRACTORS L P IN LOS ANGELES COUNTY AT VARIOUS 27422 PORTOLA PARKWAY STE 250 LOCATIONS FOOTHILL RANCH CA 92610 FED. AID NO. ER-ACIM(10)794 REHABILITATE ROADWAY AND RAMPS ------------------------------------------------------------------------------------------------------------------------------------ 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 14,400.0000 14,400.00 0.250 3,600.00 02 TIME-RELATED OVERHEAD WDAY 6,000.0000 3,900,000.00 20.000 120,000.00 360.000 2,160,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 50.0000 16,500.00 0.000 0.00 04 CONSTRUCTION SITE MANAGEMENT LS 45,000.0000 45,000.00 0.030 1,350.00 0.500 22,500.00 05 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 S) PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 9.0000 156,600.00 187.000 1,683.00 787.000 7,083.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 4,100.0000 254,200.00 2.000 8,200.00 15.000 61,500.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 216,000.00 54.000 21,600.00 228.000 91,200.00 09 TEMPORARY HYDRAULIC MULCH M2 2.0000 44,600.00 0.000 0.00 S) (BONDED FIBER MATRIX) 10 STREET SWEEPING LS 500,000.0000 500,000.00 0.030 15,000.00 0.500 250,000.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 220,000.0000 220,000.00 0.030 6,600.00 0.500 110,000.00 12 CONSTRUCTION AREA SIGNS LS 350,000.0000 350,000.00 0.150 52,500.00 0.550 192,500.00 S) 13 TRAFFIC CONTROL SYSTEM LS 6750,000.0000 6,750,000.00 0.030 202,500.00 0.500 3,375,000.00 S) 14 TYPE II BARRICADE EA 45.0000 495.00 0.000 0.00 S) 15 TYPE III BARRICADE EA 90.0000 31,500.00 100.000 9,000.00 S) 16 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 23,000.00 43.750 875.00 649.330 12,986.60 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3500 234,500.00 12,368.430 4,328.95 419,986.430 146,995.25 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 81,200.00 56.000 2,240.00 645.000 25,800.00 S) 19 TEMPORARY PAVEMENT MARKER EA 2.5000 267,500.00 3,609.000 9,022.50 69,968.000 174,920.00 S) 20 TEMPORARY TERMINAL SECTION (TYPE K) EA 710.0000 29,820.00 4.000 2,840.00 8.000 5,680.00 S) 21 TEMPORARY RAILING (TYPE K) M 32.0000 2,499,200.00 3,414.280 109,256.96 52,656.280 1,685,000.96 22 TEMPORARY CRASH CUSHION MODULE EA 185.0000 160,950.00 388.000 71,780.00 S) PROGRAM CAS145 PAGE 2 DATE 09/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 02:04 PM ESTIMATE NO. 24 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 09/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 22,000.0000 88,000.00 0.000 0.00 S) 24 TEMPORARY TRAFFIC SCREEN M 15.0000 415,500.00 1,593.610 23,904.15 12,961.610 194,424.15 25 ABANDON CULVERT M 140.0000 26,600.00 13.000 1,820.00 13.000 1,820.00 26 REMOVE CHAIN LINK FENCE M 25.0000 25,500.00 179.000 4,475.00 S) 27 REMOVE GATE EA 500.0000 1,000.00 0.000 0.00 S) 28 REMOVE METAL BEAM GUARD RAILING M 15.0000 24,000.00 83.820 1,257.30 857.740 12,866.10 S) 29 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 0.8000 141,600.00 3,564.030 2,851.22 125,665.030 100,532.02 S) STRIPE 30 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 670,000.00 15,477.640 15,477.64 118,685.640 118,685.64 S) 31 REMOVE PAVEMENT MARKING M2 12.0000 3,960.00 51.550 618.60 229.630 2,755.56 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0000 68,700.00 2,812.040 2,812.04 68,548.040 68,548.04 S) 33 REMOVE PAVEMENT MARKER EA 0.5000 26,550.00 11,119.000 5,559.50 103,165.000 51,582.50 S) 34 REMOVE ROADSIDE SIGN EA 100.0000 27,000.00 47.000 4,700.00 136.000 13,600.00 35 REMOVE SIGN STRUCTURE EA 3,000.0000 39,000.00 6.000 18,000.00 36 REMOVE CURB M 15.0000 115,650.00 693.000 10,395.00 1,047.380 15,710.70 37 REMOVE PIPE M 30.0000 83,400.00 753.600 22,608.00 1,392.700 41,781.00 38 REMOVE INLET EA 1,500.0000 180,000.00 12.000 18,000.00 35.000 52,500.00 39 REMOVE HEADWALL LS 3,000.0000 3,000.00 1.000 3,000.00 40 REMOVE RETAINING WALL (PORTION) M3 1,000.0000 2,000.00 0.000 0.00 41 REMOVE CONCRETE DECK SURFACE M2 155.0000 40,765.00 0.000 0.00 42 SALVAGE CONCRETE BARRIER (TYPE K) M 17.0000 20,060.00 186.000 3,162.00 43 RECONSTRUCT CHAIN LINK FENCE M 50.0000 10,000.00 0.000 0.00 S) 44 RECONSTRUCT METAL BEAM GUARD RAILING M 55.0000 167,200.00 537.000 29,535.00 864.000 47,520.00 S) (WOOD POST) 45 RELOCATE CONCRETE BARRIER (TYPE K) M 16.0000 18,880.00 1,171.000 18,736.00 46 ADJUST INLET EA 2,100.0000 102,900.00 7.000 14,700.00 47 ADJUST MANHOLE EA 800.0000 8,800.00 10.000 8,000.00 48 ADJUST MANHOLE TO GRADE EA 800.0000 12,000.00 1.000 800.00 1.000 800.00 49 MODIFY INLET EA 4,000.0000 28,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 02:04 PM ESTIMATE NO. 24 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 09/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE M3 125.0000 81,250.00 0.000 0.00 51 REMOVE CONCRETE (CURB AND GUTTER) M 18.0000 270,000.00 1,376.000 24,768.00 8,760.000 157,680.00 52 REMOVE CONCRETE BARRIER M 65.0000 18,200.00 200.000 13,000.00 53 PREPARE CONCRETE BRIDGE DECK SURFACE M2 35.0000 9,205.00 0.000 0.00 54 CLEAN BRIDGE DECK M2 4.0000 39,464.00 0.000 0.00 55 CAP INLET EA 1,800.0000 63,000.00 4.000 7,200.00 26.000 46,800.00 56 CAP REINFORCED CONCRETE BOX OPENING EA 1,600.0000 1,600.00 0.000 0.00 57 REMOVE RAILING M 100.0000 1,600.00 0.000 0.00 58 REMOVE EXISTING METAL RAILING M 10.0000 2,810.00 0.000 0.00 59 BRIDGE REMOVAL (PORTION), LOCATION A LS 5,000.0000 5,000.00 0.000 0.00 60 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 0.500 10,000.00 61 BRIDGE REMOVAL (PORTION), LOCATION C LS 25,000.0000 25,000.00 0.500 12,500.00 62 BRIDGE REMOVAL (PORTION), LOCATION D LS 47,000.0000 47,000.00 0.000 0.00 63 BRIDGE REMOVAL (PORTION), LOCATION E LS 20,000.0000 20,000.00 0.500 10,000.00 64 BRIDGE REMOVAL (PORTION), LOCATION F LS 20,000.0000 20,000.00 1.000 20,000.00 65 BRIDGE REMOVAL (PORTION), LOCATION G LS 4,000.0000 4,000.00 0.000 0.00 66 BRIDGE REMOVAL (PORTION), LOCATION H LS 25,000.0000 25,000.00 0.500 12,500.00 0.500 12,500.00 67 BRIDGE REMOVAL (PORTION), LOCATION I LS 14,000.0000 14,000.00 0.500 7,000.00 68 BRIDGE REMOVAL (PORTION), LOCATION J LS 17,000.0000 17,000.00 0.500 8,500.00 69 BRIDGE REMOVAL (PORTION), LOCATION K LS 52,000.0000 52,000.00 0.500 26,000.00 70 BRIDGE REMOVAL (PORTION), LOCATION L LS 5,000.0000 5,000.00 0.000 0.00 71 BRIDGE REMOVAL (PORTION), LOCATION M LS 4,000.0000 4,000.00 0.000 0.00 72 BRIDGE REMOVAL (PORTION), LOCATION N LS 8,000.0000 8,000.00 0.000 0.00 73 CLEARING AND GRUBBING LS 48,960.0000 48,960.00 0.100 4,896.00 0.500 24,480.00 74 ROADWAY EXCAVATION M3 35.0000 7,455,000.00 6,947.970 243,178.95 120,764.820 4,226,768.70 75 ROADWAY EXCAVATION (TYPE Z-2) M3 190.0000 1,656,800.00 938.960 178,402.40 (AERIALLY DEPOSITED LEAD) 76 LEAD COMPLIANCE PLAN LS 9,600.0000 9,600.00 1.000 9,600.00 S) PROGRAM CAS145 PAGE 4 DATE 09/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 02:04 PM ESTIMATE NO. 24 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 09/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SAND BACKFILL M3 150.0000 4,605.00 2.300 345.00 F) 78 DITCH EXCAVATION M3 40.0000 1,320.00 0.000 0.00 79 IMPORTED BORROW M3 9.0000 3,960.00 436.000 3,924.00 80 HIGHWAY PLANTING LS 135,000.0000 135,000.00 0.100 13,500.00 S) 81 EROSION CONTROL (TYPE D) M2 8.2500 2,475.00 0.000 0.00 S) 82 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.000 0.00 S) 83 IRRIGATION SYSTEM LS 370,000.0000 370,000.00 0.100 37,000.00 0.380 140,600.00 S) 84 200 MM CORRUGATED HIGH DENSITY M 95.0000 84,550.00 123.000 11,685.00 381.500 36,242.50 S) POLYETHYLENE PIPE CONDUIT 85 EXTEND 200 MM CONDUIT M 600.0000 2,400.00 4.000 2,400.00 S) 86 AGGREGATE BASE (APPROACH SLAB) M3 125.0000 22,000.00 4.076 509.50 32.267 4,033.38 87 CLASS 3 AGGREGATE BASE M3 60.0000 3,096,000.00 1,601.240 96,074.40 34,304.840 2,058,290.40 88 LEAN CONCRETE BASE M3 155.0000 3,394,500.00 546.000 84,630.00 9,152.000 1,418,560.00 89 LEAN CONCRETE BASE (RAPID SETTING) M3 374.0000 5,647,400.00 349.850 130,843.90 11,990.250 4,484,353.50 90 HOT MIX ASPHALT TONN 106.0000 11,130,000.00 6,737.670 714,193.02 33,498.160 3,550,804.96 91 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 119.0000 2,808,400.00 1,717.660 204,401.54 8,975.820 1,068,122.58 92 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 3.0000 2,100.00 0.000 0.00 93 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.0000 2,460.00 40.240 120.72 123.840 371.52 94 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.0000 50,400.00 586.800 1,760.40 1,956.500 5,869.50 95 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.0000 19,050.00 589.000 1,767.00 1,082.320 3,246.96 96 PLACE HOT MIX ASPHALT M2 6.0000 46,140.00 48.000 288.00 965.250 5,791.50 (MISCELLANEOUS AREA) 97 CONCRETE PAVEMENT M3 183.0000 6,807,600.00 -12.960 -2,371.68 14,473.040 2,648,566.32 98 CONCRETE PAVEMENT M3 418.0000 11,704,000.00 1,215.940 508,262.92 23,162.940 9,682,108.92 (RAPID STRENGTH CONCRETE) 99 CONCRETE PAVEMENT (RAMP TERMINI) M3 323.0000 855,950.00 193.110 62,374.53 1,371.110 442,868.53 00 CONCRETE PAVEMENT (RAMP TERMINI) M3 530.0000 265,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 01 REPLACE CONCRETE PAVEMENT M3 671.0000 12,078,000.00 1,462.300 981,203.30 13,399.300 8,990,930.30 (RAPID STRENGTH CONCRETE) 02 SEAL PAVEMENT JOINT M 15.0000 1,135,500.00 1,044.670 15,670.05 9,307.180 139,607.70 03 TIE BAR (DRILL AND BOND) EA 10.0000 917,000.00 10,818.000 108,180.00 50,396.000 503,960.00 PROGRAM CAS145 PAGE 5 DATE 09/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 02:04 PM ESTIMATE NO. 24 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 09/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 GRIND EXISTING CONCRETE M2 4.7000 2,909,300.00 11,440.000 53,768.00 S) PAVEMENT 05 STRUCTURAL CONCRETE, RETAINING WALL M3 1,200.0000 13,680.00 0.000 0.00 F) 06 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,550.0000 2,735,750.00 1,063.739 1,648,795.45 (TYPE R) 07 CLASS 1 CONCRETE (BOX CULVERT) M3 1,800.0000 16,380.00 4.750 8,550.00 4.750 8,550.00 F) 08 MINOR CONCRETE (MINOR STRUCTURE) M3 2,650.0000 2,304,705.00 122.850 325,552.50 302.850 802,552.50 F) 09 MINOR CONCRETE (BACKFILL) M3 160.0000 19,200.00 0.000 0.00 10 PAVING NOTCH EXTENSION M3 20,000.0000 508,000.00 0.506 10,120.00 18.362 367,240.00 11 DRILL AND BOND DOWEL M 40.0000 4,400.00 41.850 1,674.00 12 CLEAN EXPANSION JOINT M 131.0000 132,441.00 0.000 0.00 13 REFINISH BRIDGE DECK M2 275.0000 51,425.00 0.000 0.00 14 FURNISH POLYESTER CONCRETE OVERLAY M3 3,700.0000 19,980.00 0.000 0.00 15 PLACE POLYESTER CONCRETE OVERLAY M2 235.0000 61,805.00 0.000 0.00 F) 16 CORE TREATED BRIDGE DECK EA 125.0000 7,500.00 0.000 0.00 17 JOINT SEAL (MR 30 MM) M 150.0000 36,000.00 0.000 0.00 S) 18 JOINT SEAL (MR 15 MM) M 150.0000 216,000.00 0.000 0.00 S) 19 BAR REINFORCING STEEL KG 3.0000 4,699.80 208.890 626.67 463.040 1,389.12 SF) 20 BAR REINFORCING STEEL (BOX CULVERT) KG 3.5000 1,949.50 6,758.210 23,653.74 6,758.210 23,653.74 SF) 21 TREAT BRIDGE DECK M2 4.0000 39,464.00 0.000 0.00 F) 22 FURNISH BRIDGE DECK TREATMENT MATERIAL L 17.0000 76,007.00 0.000 0.00 23 FURNISH SIGN STRUCTURE (TRUSS) KG 13.0000 232,414.00 0.000 0.00 F) 24 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 17,878.00 0.000 0.00 SF) 25 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 12,150.00 0.000 0.00 26 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 11,250.00 0.000 0.00 (2.0 MM-UNFRAMED) 27 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 39,000.00 0.000 0.00 (1.6 MM-FRAMED) 28 1524 MM CAST-IN-DRILLED-HOLE M 4,100.0000 61,500.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 29 ROADSIDE SIGN - ONE POST EA 325.0000 87,750.00 90.000 29,250.00 119.000 38,675.00 30 450 MM REINFORCED CONCRETE PIPE M 220.0000 1,199,000.00 1,043.500 229,570.00 2,004.500 440,990.00 PROGRAM CAS145 PAGE 6 DATE 09/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 02:04 PM ESTIMATE NO. 24 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 09/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 525 MM REINFORCED CONCRETE PIPE M 600.0000 4,800.00 0.000 0.00 32 600 MM REINFORCED CONCRETE PIPE M 250.0000 262,500.00 36.500 9,125.00 33 450 MM CORRUGATED STEEL PIPE M 340.0000 108,800.00 9.500 3,230.00 (2.01 MM THICK) 34 450 MM SLOTTED CORRUGATED STEEL PIPE M 360.0000 3,996,000.00 597.800 215,208.00 1,956.800 704,448.00 (2.01 MM THICK) 35 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 525.0000 16,800.00 0.000 0.00 (2.01 MM THICK) 36 450 MM ENTRANCE TAPER EA 700.0000 2,800.00 0.000 0.00 37 GRATED LINE DRAIN M 250.0000 80,000.00 0.000 0.00 38 450 MM STEEL FLARED END SECTION EA 550.0000 4,950.00 2.000 1,100.00 6.000 3,300.00 39 900 MM PRECAST CONCRETE PIPE MANHOLE M 900.0000 18,000.00 0.000 0.00 40 ROCK SLOPE PROTECTION M3 250.0000 2,500.00 1.200 300.00 (FACING, METHOD B) 41 SLOPE PAVING (CONCRETE) M3 450.0000 31,500.00 70.000 31,500.00 42 MINOR CONCRETE (DITCH LINING) M3 500.0000 40,500.00 0.000 0.00 43 ROCK SLOPE PROTECTION FABRIC M2 15.0000 420.00 0.000 0.00 44 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 861,000.00 132.400 92,680.00 732.400 512,680.00 CONSTRUCTION) 45 RAPID STRENGTH MINOR CONCRETE M3 900.0000 117,000.00 2.078 1,870.20 (CURB AND GUTTER) 46 MINOR CONCRETE (CURB AND SIDEWALK) M3 1,000.0000 7,500.00 0.000 0.00 47 MINOR CONCRETE (STAMPED CONCRETE) M2 85.0000 1,649,000.00 833.950 70,885.75 6,110.950 519,430.75 48 MISCELLANEOUS IRON AND STEEL KG 4.0000 584,492.00 12,891.000 51,564.00 34,198.000 136,792.00 SF) 49 CHAIN LINK FENCE (TYPE CL-1.8) M 60.0000 8,400.00 128.000 7,680.00 S) 50 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 2.000 4,000.00 S) 51 METAL BEAM GUARD RAILING (WOOD POST) M 95.0000 180,500.00 87.630 8,324.85 570.630 54,209.85 S) 52 CHAIN LINK RAILING (TYPE 7) M 230.0000 52,440.00 0.000 0.00 SF) 53 TUBULAR HANDRAILING M 210.0000 15,330.00 0.000 0.00 SF) 54 CONCRETE BARRIER (TYPE 26R) M 525.0000 37,800.00 0.000 0.00 F) 55 CONCRETE BARRIER (TYPE 26R MODIFIED) M 425.0000 96,900.00 0.000 0.00 F) 56 BURIED POST ANCHOR EA 950.0000 1,900.00 0.000 0.00 S) 57 TRANSITION RAILING (TYPE WB) EA 4,500.0000 184,500.00 4.000 18,000.00 12.000 54,000.00 S) PROGRAM CAS145 PAGE 7 DATE 09/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 02:04 PM ESTIMATE NO. 24 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 09/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 END CAP (TYPE A) EA 300.0000 3,000.00 3.000 900.00 S) 59 END CAP (TYPE TC) EA 300.0000 12,300.00 4.000 1,200.00 12.000 3,600.00 S) 60 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 11,400.00 5.000 3,000.00 S) 61 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 33,000.00 3.000 9,000.00 S) 62 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 50,000.00 3.000 7,500.00 5.000 12,500.00 S) 63 CRASH CUSHION (TYPE CAT) EA 6,500.0000 84,500.00 1.000 6,500.00 4.000 26,000.00 S) 64 ALTERNATIVE CRASH CUSHION EA 15,000.0000 210,000.00 3.000 45,000.00 8.000 120,000.00 S) 65 CONCRETE BARRIER (TYPE 60) M 250.0000 65,000.00 0.000 0.00 66 CONCRETE BARRIER (TYPE 60GC) M 350.0000 346,500.00 0.000 0.00 67 CONCRETE BARRIER (TYPE 60SC MOD) M 450.0000 81,000.00 0.000 0.00 68 CONCRETE BARRIER (TYPE 60GC MOD) M 1,000.0000 7,000.00 0.000 0.00 69 CONCRETE BARRIER (TYPE 732R) M 650.0000 54,600.00 0.000 0.00 SF)(MODIFIED) 70 CONCRETE BARRIER (TYPE 732B) M 225.0000 38,250.00 0.000 0.00 F) 71 CONCRETE BARRIER (TYPE 732R) M 450.0000 489,600.00 122.000 54,900.00 365.735 164,580.75 F) 72 CONCRETE BARRIER (TYPE 736R) M 425.0000 293,675.00 99.000 42,075.00 390.330 165,890.25 F) 73 THERMOPLASTIC PAVEMENT MARKING M2 20.0000 244,000.00 125.580 2,511.60 S) 74 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 204,800.00 198.000 158.40 S) 75 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 20,850.00 131.000 196.50 S) 76 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 6,382.50 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 77 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 60,500.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 78 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 2,615.00 63.000 31.50 S) (BROKEN 5.18 M - 2.14 M) 79 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 33,400.00 0.000 0.00 S) 80 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 65,800.00 252.000 504.00 S) 81 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 82 LIGHTING (TEMPORARY) LS 47,000.0000 47,000.00 0.947 44,509.00 S) 83 HIGHWAY ADVISORY RADIO SIGN AND FLASHING EA 18,000.0000 18,000.00 0.000 0.00 S) BEACON ASSEMBLY 84 MODIFY FLASHING BEACON LS 13,000.0000 13,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 09/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 02:04 PM ESTIMATE NO. 24 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 09/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 LIGHTING CONDUIT (BRIDGE) M 60.0000 92,400.00 487.000 29,220.00 S) 86 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 0.050 1,000.00 0.136 2,720.00 S) 87 MODIFY TRAFFIC MONITORING STATION LS 426,000.0000 426,000.00 0.050 21,300.00 0.082 34,932.00 S) 88 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 115,000.0000 115,000.00 0.114 13,110.00 S) STATION 89 MODIFY COMMUNICATION SYSTEM LS 3900,000.0000 3,900,000.00 0.048 187,200.00 0.137 534,300.00 S) 90 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 242,000.0000 242,000.00 0.015 3,630.00 0.069 16,698.00 S) 91 MODIFY DATA AND VIDEO NODES LS 42,000.0000 42,000.00 0.000 0.00 S) (LOCATION AT ROUTE 5/ROUTE 10) 92 MODIFY DATA AND VIDEO NODES LS 85,000.0000 85,000.00 0.000 0.00 S) (LOCATION SB249) 93 MODIFY CABLE NODE LS 3,000.0000 3,000.00 0.000 0.00 S) 94 WORK AT SAN GABRIEL VALLEY HUB BUILDING LS 81,000.0000 81,000.00 0.000 0.00 S) 95 SYSTEM TESTING AND DOCUMENTATION LS 110,000.0000 110,000.00 0.000 0.00 S) 96 MODIFY RAMP METERING SYSTEM LS 1500,000.0000 1,500,000.00 0.140 210,000.00 0.377 565,500.00 S) 97 MODIFY SIGNAL AND LIGHTING LS 21,000.0000 21,000.00 0.045 945.00 S) 98 MODIFY LIGHTING AND SIGN ILLUMINATION LS 2720,000.0000 2,720,000.00 0.102 277,440.00 0.403 1,096,160.00 S) PROGRAM CAS145 PAGE 9 DATE 09/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 02:04 PM ESTIMATE NO. 24 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 09/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,890,300.92 57,448,293.80 ADJUSTMENT OF COMPENSATION 100,000.00 1,419,909.44 EXTRA WORK 0.00 661,055.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,990,300.92 59,529,259.18 99 MOBILIZATION LS 1820,000.0000 11,820,000.00 0.950 11,229,000.00 ORIGINAL CONTRACT AMOUNT 131,598,361.80 TOTAL WORK COMPLETED 5,990,300.92 70,758,259.18 MATERIALS ON HAND ON SITE 1,441,140.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,000.00 -274,500.00 TOTAL 5,970,300.92 71,924,899.68 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 10/23/08 770 02/10/09 12/17/08 05/15/12 359 80 0 0 53% 55% PROGRESS IS SATISFACTORY CHOU, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 09/22/10