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 11/25/09 EST. NO.20 TIME 01:34 PM R.E. NAME: KAROUT, REDA 07-231404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0006 377.93 E.W. @ F.A.(+) 032709 N 0006 0 003 0006 587.57 E.W. @ F.A.(+) 062209 N 1838 0 005 0009 591.20 E.W. @ F.A.(+) 090109 N 0009 0 0010 1,182.42 090209 N 0010 0 0011 1,540.31 090309 N 0011 0 0012 287.14 090409 N 0012 0 009 0001-1 -48,421.18 E.W. @ U.P (+) 050409 N 0001 0 DAO CORRECTING ENTRY 0002 2,913.42 081809 N 0002 0 0003 2,982.55 091609 N 00 0 0004 23,105.81 111709 N 0004 0 0005 3,659.88 111709 N 0005 0 -11,192.95 TOTAL THIS ESTIMATE 126,490.79 TOTAL PREVIOUS ESTIMATE 115,297.84 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 11/25/09 EST. NO.20 TIME 01:34 PM R.E. NAME: KAROUT, REDA 07-231404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-231404 TIME 01:34 PM ESTIMATE NO. 20 BID OPENING 10/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 11/25/09 LOCATION PROGRESS ESTIMATE 07-LA-210-40.6/42.1 ----------------- O DONNELL CONSTRUCTION INC IN LOS ANGELES COUNTY IN GLENDORA 559 W COVINA BLVD FROM CITRUS AVENUE OVERCROSSING TO SAN DIMAS CA 917732911 GLENDORA AVENUE UNDERCROSSING FED. AID NO. N O N E CONSTRUCT SOUND WALL ------------------------------------------------------------------------------------------------------------------------------------ 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 37,500.0000 37,500.00 0.750 28,125.00 02 TIME-RELATED OVERHEAD WDAY 400.0000 144,000.00 -18.000 -7,200.00 360.000 144,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 55.0000 38,500.00 700.000 38,500.00 04 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 80,000.0000 80,000.00 0.010 800.00 0.990 79,200.00 06 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 0.700 4,200.00 S) 07 TRAFFIC CONTROL SYSTEM LS 180,000.0000 180,000.00 0.040 7,200.00 0.980 176,400.00 S) 08 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,045.00 100.000 3,500.00 S) 09 TEMPORARY RAILING (TYPE K) M 53.0000 153,700.00 2,852.000 151,156.00 S) 10 TEMPORARY CRASH CUSHION MODULE EA 350.0000 63,000.00 180.000 63,000.00 S) 11 REMOVE CHAIN LINK FENCE M 15.0000 26,250.00 1,750.000 26,250.00 S) 12 REMOVE METAL BEAM GUARD RAILING M 24.0000 2,640.00 110.000 2,640.00 S) 13 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7000 4,641.00 2,730.000 4,641.00 2,730.000 4,641.00 S) 14 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.1000 6,174.00 3,021.000 6,344.10 S) STRIPE 15 REMOVE TRAFFIC STRIPE M 1.8000 9,342.00 6,118.000 11,012.40 7,251.000 13,051.80 S) 16 REMOVE PAVEMENT MARKING M2 11.0000 176.00 55.520 610.72 55.520 610.72 S) 17 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.4000 12,768.00 9,120.000 12,768.00 S) 18 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 11.0000 44.00 42.200 464.20 S) 19 REMOVE PAVEMENT MARKER EA 1.1000 4,169.00 2,022.000 2,224.20 5,471.000 6,018.10 S) 20 REMOVE PIPE M 130.0000 520.00 4.000 520.00 21 REMOVE INLET EA 800.0000 1,600.00 2.000 1,600.00 22 REMOVE RETAINING WALL M2 76.0000 24,320.00 320.000 24,320.00 PROGRAM CAS145 PAGE 2 DATE 11/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-231404 TIME 01:34 PM ESTIMATE NO. 20 BID OPENING 10/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 11/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RECONSTRUCT CHAIN LINK FENCE M 150.0000 1,350.00 0.000 0.00 24 RECONSTRUCT METAL BEAM GUARD RAILING M 115.0000 2,875.00 25.000 2,875.00 S) 25 RELOCATE ROADSIDE SIGN EA 150.0000 300.00 0.000 0.00 26 MODIFY INLET EA 2,000.0000 2,000.00 1.000 2,000.00 27 REMOVE CONCRETE (CURB AND GUTTER) M 20.0000 13,000.00 650.000 13,000.00 28 ACCESS OPENING, SOFFIT EA 1,700.0000 3,400.00 2.250 3,825.00 29 REMOVE BLOCK WALL M 25.0000 2,750.00 42.300 1,057.50 30 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000.00 31 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000.00 32 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 33 ROADWAY EXCAVATION M3 40.0000 114,400.00 2,860.000 114,400.00 34 ROADWAY EXCAVATION (TYPE Z-2) M3 170.0000 32,300.00 190.000 32,300.00 (AERIALLY DEPOSITED LEAD) 35 LEAD COMPLIANCE PLAN LS 7,000.0000 7,000.00 1.000 7,000.00 36 STRUCTURE EXCAVATION (BRIDGE) M3 165.0000 60,720.00 368.000 60,720.00 F) 37 STRUCTURE EXCAVATION (RETAINING WALL) M3 120.0000 149,640.00 1,247.000 149,640.00 F) 38 STRUCTURE EXCAVATION (TYPE Z-2) M3 150.0000 9,600.00 64.000 9,600.00 F) (AERIALLY DEPOSITED LEAD) 39 STRUCTURE BACKFILL (BRIDGE) M3 85.0000 32,300.00 90.000 7,650.00 380.000 32,300.00 F) 40 STRUCTURE BACKFILL (RETAINING WALL) M3 74.0000 14,578.00 197.000 14,578.00 F) 41 STRUCTURE BACKFILL, RETAINING WALL M3 74.0000 55,648.00 752.000 55,648.00 F) (SOUND WALL ) 42 PERVIOUS BACKFILL MATERIAL M3 150.0000 6,300.00 42.000 6,300.00 F) 43 HIGHWAY PLANTING LS 52,000.0000 52,000.00 0.750 39,000.00 0.950 49,400.00 S) 44 ROCK BLANKET M2 130.0000 152,100.00 371.000 48,230.00 1,208.000 157,040.00 S) 45 COMPOST (EROSION CONTROL) M3 56.0000 1,792.00 0.000 0.00 S) 46 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 480.0000 1,920.00 0.000 0.00 S) 47 PURE LIVE SEED (EROSION CONTROL) KG 170.0000 1,190.00 0.000 0.00 S) 48 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.050 2,500.00 0.050 2,500.00 S) 49 IRRIGATION SYSTEM LS 145,000.0000 145,000.00 0.100 14,500.00 1.000 145,000.00 S) PROGRAM CAS145 PAGE 3 DATE 11/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-231404 TIME 01:34 PM ESTIMATE NO. 20 BID OPENING 10/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 11/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 150 MM WELDED STEEL PIPE CONDUIT M 830.0000 19,920.00 24.000 19,920.00 S) (6.35 MM THICK) 51 EXTEND 250 MM CONDUIT M 830.0000 4,980.00 6.000 4,980.00 S) 52 CLASS 3 AGGREGATE BASE M3 84.0000 91,560.00 1,090.000 91,560.00 53 LEAN CONCRETE BASE M3 230.0000 149,500.00 650.000 149,500.00 54 RAPID STRENGTH CONCRETE BASE M3 600.0000 27,600.00 46.000 27,600.00 55 ASPHALT CONCRETE (TYPE B) TONN 170.0000 125,800.00 92.240 15,680.80 882.240 149,980.80 56 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 45.0000 1,125.00 0.000 0.00 57 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 45.0000 2,385.00 0.000 0.00 58 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 45.0000 1,035.00 0.000 0.00 59 CONCRETE PAVEMENT M3 340.0000 346,800.00 51.000 17,340.00 1,020.000 346,800.00 60 SEAL PAVEMENT JOINT M 20.0000 11,800.00 590.000 11,800.00 590.000 11,800.00 61 SEAL LONGITUDINAL ISOLATION JOINT M 20.0000 15,600.00 780.000 15,600.00 780.000 15,600.00 62 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 210.0000 74,340.00 321.900 67,599.00 S) PILING 63 1220 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 44,400.00 37.600 45,120.00 S) PILING 64 1220 MM PERMANENT STEEL CASING M 2,100.0000 27,300.00 12.350 25,935.00 S) 65 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 155.0000 578,150.00 -2,137.520 -331,315.60 3,628.440 562,408.20 S) PILING (SOUND WALL) 66 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 230.0000 5,290.00 16.000 3,680.00 S) PILING (SOUND WALL) 67 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 715.0000 11,440.00 16.000 11,440.00 F) 68 STRUCTURAL CONCRETE, BRIDGE M3 2,000.0000 254,000.00 12.000 24,000.00 125.500 251,000.00 F) 69 STRUCTURE CONCRETE, RETAINING WALL M3 600.0000 174,000.00 287.400 172,440.00 (SOUND WALL) 70 STRUCTURAL CONCRETE, RETAINING WALL M3 620.0000 36,580.00 1.900 1,178.00 59.000 36,580.00 F) 71 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 13,000.00 10.700 10,700.00 72 MINOR CONCRETE (PILE CAP) M3 1,200.0000 39,600.00 32.300 38,760.00 73 DRILL AND BOND DOWEL M 60.0000 480.00 20.200 1,212.00 74 FURNISH PRECAST PRESTRESSED CONCRETE EA 40,000.0000 40,000.00 1.000 40,000.00 S) GIRDER (15 M - 20 M) 75 FURNISH PRECAST PRESTRESSED CONCRETE EA 40,000.0000 40,000.00 1.000 40,000.00 S) GIRDER (20 M - 25 M) 76 ERECT PRECAST PRESTRESSED CONCRETE EA 15,000.0000 30,000.00 2.000 30,000.00 S) GIRDER PROGRAM CAS145 PAGE 4 DATE 11/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-231404 TIME 01:34 PM ESTIMATE NO. 20 BID OPENING 10/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 11/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CORE CONCRETE (0 - 50 MM) M 400.0000 1,600.00 3.450 1,380.00 S) 78 SOUND WALL (MASONRY BLOCK) M2 153.0000 1,467,117.00 132.580 20,284.74 9,589.000 1,467,117.00 SF) 79 MASONRY BLOCK WALL M2 200.0000 1,200.00 6.000 1,200.00 S) 80 JOINT SEAL (MR 30 MM) M 150.0000 1,650.00 2.420 363.00 2.420 363.00 S) 81 BAR REINFORCING STEEL (BRIDGE) KG 4.5000 145,485.00 34,009.000 153,040.50 SF) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3000 43,711.50 19,005.000 43,711.50 SF) 83 HEADED BAR REINFORCEMENT EA 20.0000 2,920.00 146.000 2,920.00 SF) 84 COLUMN CASING KG 8.5000 238,340.00 4,990.000 42,415.00 28,040.000 238,340.00 SF) 85 450 MM REINFORCED CONCRETE PIPE M 300.0000 1,200.00 4.000 1,200.00 86 GRATED LINE DRAIN M 230.0000 27,600.00 120.000 27,600.00 120.000 27,600.00 87 SLOPE PAVING (CONCRETE) M3 900.0000 1,800.00 0.000 0.00 F) 88 MINOR CONCRETE (CURB) M3 750.0000 3,000.00 4.000 3,000.00 4.000 3,000.00 89 MINOR CONCRETE (CURB AND GUTTER) M3 750.0000 32,250.00 4.000 3,000.00 43.000 32,250.00 90 MINOR CONCRETE (CURB AND CURB RAMP) M3 750.0000 750.00 1.000 750.00 91 MISCELLANEOUS IRON AND STEEL KG 2.0000 888.00 444.000 888.00 444.000 888.00 SF) 92 CHAIN LINK FENCE (TYPE CL-1.8) M 210.0000 2,310.00 11.000 2,310.00 11.000 2,310.00 S) 93 METAL BEAM GUARD RAILING (WOOD POST) M 120.0000 5,280.00 38.000 4,560.00 S) 94 TRANSITION RAILING (TYPE WB) EA 3,300.0000 6,600.00 2.000 6,600.00 2.000 6,600.00 S) 95 END CAP (TYPE B) EA 430.0000 860.00 2.000 860.00 S) 96 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 3,600.00 1.000 3,600.00 1.000 3,600.00 S) 97 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 2,800.00 1.000 2,800.00 1.000 2,800.00 S) 98 CRASH CUSHION, SAND FILLED EA 3,600.0000 7,200.00 2.000 7,200.00 2.000 7,200.00 S) 99 CONCRETE BARRIER (TYPE 60D) M 180.0000 18,000.00 90.550 16,299.00 00 CONCRETE BARRIER (TYPE 736S) M 400.0000 472,000.00 1,175.370 470,148.00 01 CONCRETE BARRIER (TYPE 736 MODIFIED) M 430.0000 86,430.00 2.240 963.20 197.450 84,903.50 F) 02 CONCRETE BARRIER (TYPE 736SV) M 525.0000 693,000.00 20.340 10,678.50 1,317.380 691,624.50 03 THERMOPLASTIC PAVEMENT MARKING M2 85.0000 340.00 19.240 1,635.40 19.240 1,635.40 PROGRAM CAS145 PAGE 5 DATE 11/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-231404 TIME 01:34 PM ESTIMATE NO. 20 BID OPENING 10/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 11/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 6,974.00 7,682.000 8,450.20 7,682.000 8,450.20 S) 05 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.5000 2,520.00 543.000 1,900.50 543.000 1,900.50 S) 06 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 3,690.00 4,349.000 3,914.10 4,349.000 3,914.10 S) (BROKEN 10.98 M - 3.66 M) 07 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 740.00 538.000 1,076.00 538.000 1,076.00 S) (BROKEN 5.18 M - 2.14 M) 08 PAINT TRAFFIC STRIPE M 0.6500 7,722.00 1,479.000 961.35 13,320.000 8,658.00 S) 09 PAINT PAVEMENT MARKING M2 23.0000 989.00 46.000 1,058.00 S) 10 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 4,720.00 1,461.000 2,922.00 2,715.000 5,430.00 S) 11 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 5,565.00 985.000 3,447.50 1,753.000 6,135.50 S) 12 LIGHTING (TEMPORARY) LS 47,000.0000 47,000.00 0.030 1,410.00 1.000 47,000.00 S) 13 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 2,900.0000 2,900.00 1.000 2,900.00 S) 14 MODIFY RAMP METERING SYSTEM LS 157,000.0000 157,000.00 0.210 32,970.00 1.000 157,000.00 S) 15 MODIFY LIGHTING AND SIGN ILLUMINATION LS 145,000.0000 145,000.00 0.030 4,350.00 1.000 145,000.00 S) PROGRAM CAS145 PAGE 6 DATE 11/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-231404 TIME 01:34 PM ESTIMATE NO. 20 BID OPENING 10/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 11/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 80,191.01 7,525,930.12 ADJUSTMENT OF COMPENSATION 0.00 10,120.00 EXTRA WORK -11,192.95 105,177.84 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 68,998.06 7,641,227.96 16 MOBILIZATION LS 750,000.0000 750,000.00 1.000 750,000.00 ORIGINAL CONTRACT AMOUNT 8,349,988.50 TOTAL WORK COMPLETED 68,998.06 8,391,227.96 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 68,998.06 8,391,227.96 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/18/07 610 01/10/08 01/02/08 08/27/10 421 52 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY KAROUT, REDA RESIDENT ENGINEER PROGRAM CAS145 DATE 11/25/09