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 04/25/05 EST. NO.28 TIME 07:38 AM R.E. NAME: JAHROMI, REZA 07-002494 --------------------------------------------------------------------------- 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 0070 405.62 E.W. @ F.A.(+) 011705 N 121A 0 0072 2,227.51 032405 N 148 0 0073 729.38 032505 N 149 0 0074 828.94 032805 N 151 0 0075 246.40 032805 N 150 0 0076 2,035.61 030205 N 152 0 0077 6,180.94 032505 N 153 0 12,654.40 TOTAL THIS ESTIMATE 924,362.72 TOTAL PREVIOUS ESTIMATE 937,017.12 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 04/25/05 EST. NO.28 TIME 07:38 AM R.E. NAME: JAHROMI, REZA 07-002494 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEC -2,652.39 25 JAN -1,000.00 26 DEC 2,652.39 27 JAN.05 1,000.00 27 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002494 TIME 07:38 AM ESTIMATE NO. 28 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 04/25/05 LOCATION PROGRESS ESTIMATE 07-LA-91-R14.6/R16.1 ----------------- CHUMO CONSTRUCTION INC IN LOS ANGELES COUNTY IN NORWALK 14425 JOANBRIDGE STREET AND BELLFLOWER AT VARIOUS LOCATIONS BALDWIN PARK, CA 91706-1747 FED. AID NO. ACNH-P091(113)E SOUNDWALLS ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 500.0000 115,000.00 230.000 115,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 2,800.00 140.000 2,800.00 04 CONSTRUCTION AREA SIGNS LS 5,500.0000 5,500.00 0.800 4,400.00 S) 05 TRAFFIC CONTROL SYSTEM LS 323,000.0000 323,000.00 0.030 9,690.00 1.000 323,000.00 S) 06 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4500 3,442.50 13,065.640 5,879.54 S) 07 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,920.00 70.000 2,100.00 S) 08 TEMPORARY PAVEMENT MARKER EA 3.0000 3,480.00 2,337.000 7,011.00 S) 09 TEMPORARY RAILING (TYPE K) M 24.0000 124,560.00 5,003.000 120,072.00 S) 10 TEMPORARY CRASH CUSHION MODULE EA 300.0000 29,400.00 126.000 37,800.00 S) 11 TEMPORARY CRASH CUSHION EA 15,000.0000 15,000.00 1.000 15,000.00 S) (TYPE DIEM 350) 12 REMOVE METAL BEAM GUARD RAILING M 25.0000 40,250.00 1,767.500 44,187.50 S) 13 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.5000 7,210.00 1,624.000 5,684.00 S) STRIPE 14 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.6500 5,692.50 5,621.930 9,276.18 S) 15 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 250.00 27.880 697.00 S) 16 REMOVE PAVEMENT MARKER EA 1.0000 1,250.00 2,529.000 2,529.00 S) 17 REMOVE ROADSIDE SIGN EA 200.0000 4,400.00 22.000 4,400.00 18 REMOVE SIGN STRUCTURE EA 2,500.0000 2,500.00 1.000 2,500.00 S) 19 REMOVE ASPHALT CONCRETE DIKE M 2.5000 8,125.00 3,250.000 8,125.00 20 REMOVE PIPE M 80.0000 4,240.00 65.880 5,270.40 21 REMOVE INLET EA 500.0000 4,000.00 8.000 4,000.00 22 REMOVE DOWNDRAIN M 130.0000 520.00 4.000 520.00 PROGRAM CAS145 PAGE 2 DATE 04/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002494 TIME 07:38 AM ESTIMATE NO. 28 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 04/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE RETAINING WALL M 125.0000 36,250.00 116.000 14,500.00 24 MODIFY INLET EA 2,500.0000 40,000.00 16.000 40,000.00 25 REMOVE CONCRETE (CURB AND GUTTER) M 16.0000 8,960.00 558.000 8,928.00 26 REMOVE BRIDGE RAILING M 30.0000 2,100.00 70.000 2,100.00 27 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000.00 28 BRIDGE REMOVAL (PORTION), LOCATION B LS 15,000.0000 15,000.00 1.000 15,000.00 29 BRIDGE REMOVAL (PORTION), LOCATION C LS 10,000.0000 10,000.00 1.000 10,000.00 30 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 1.000 30,000.00 31 ROADWAY EXCAVATION (TYPE Y) M3 45.0000 35,550.00 1,059.000 47,655.00 (AERIALLY DEPOSITED LEAD) 32 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 33 STRUCTURE EXCAVATION (BRIDGE) M3 220.0000 6,600.00 30.000 6,600.00 F) 34 STRUCTURE EXCAVATION (RETAINING WALL) M3 90.0000 228,060.00 2,534.000 228,060.00 F) 35 STRUCTURE EXCAVATION (TYPE Y) M3 20.0000 76,420.00 3,032.000 60,640.00 F) (AERIALLY DEPOSITED LEAD) 36 STRUCTURE BACKFILL (BRIDGE) M3 88.0000 16,280.00 185.000 16,280.00 F) 37 STRUCTURE BACKFILL (RETAINING WALL) M3 26.0000 20,020.00 725.000 18,850.00 F) 38 STRUCTURE BACKFILL (TYPE Y) M3 26.0000 109,096.00 2,704.000 70,304.00 F) (AERIALLY DEPOSITED LEAD) 39 PERVIOUS BACKFILL MATERIAL (RETAINING M3 49.0000 55,860.00 360.000 17,640.00 WALL) 40 HIGHWAY PLANTING LS 50,000.0000 50,000.00 1.000 50,000.00 S) 41 PLANT ESTABLISHMENT WORK LS 18,000.0000 18,000.00 0.080 1,440.00 0.412 7,416.00 S) 42 IRRIGATION SYSTEM LS 180,000.0000 180,000.00 1.000 180,000.00 S) 43 200 MM WELDED STEEL PIPE CONDUIT M 165.0000 8,250.00 48.760 8,045.40 S) (6.35 MM THICK) 44 EXTEND 200 MM CONDUIT M 165.0000 8,580.00 30.000 4,950.00 S) 45 CLASS 2 AGGREGATE BASE M3 57.0000 19,380.00 340.000 19,380.00 46 ASPHALT CONCRETE (TYPE B) TONN 58.0000 143,260.00 3,734.950 216,627.10 47 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.0000 3,000.00 0.000 0.00 AREA) 48 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.5000 1,890.00 217.000 2,278.50 49 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.5000 598.50 32.000 336.00 PROGRAM CAS145 PAGE 3 DATE 04/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002494 TIME 07:38 AM ESTIMATE NO. 28 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 04/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.5000 367.50 28.000 294.00 51 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 340.0000 175,440.00 530.000 180,200.00 S) PILING 52 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 81.0000 777,600.00 9,818.060 795,262.86 S) PILING (BARRIER) 53 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 2,200.0000 66,000.00 30.000 66,000.00 F) 54 STRUCTURAL CONCRETE, BRIDGE M3 1,800.0000 448,200.00 249.000 448,200.00 F) 55 STRUCTURE CONCRETE, RETAINING WALL M3 380.0000 738,340.00 1,476.000 560,880.00 F) (SOUND WALL) 56 MINOR CONCRETE (MINOR STRUCTURE) M3 2,150.0000 65,360.00 30.000 64,500.00 F) 57 DRILL AND BOND DOWEL M 120.0000 15,000.00 132.380 15,885.60 58 FURNISH PRECAST CONCRETE GIRDER EA 3,300.0000 39,600.00 12.000 39,600.00 (5 M - 10 M) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,700.0000 33,500.00 5.000 33,500.00 GIRDER (15 M - 20 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 15,000.00 1.000 15,000.00 GIRDER (25 M - 30 M) 61 ERECT PRECAST CONCRETE GIRDER EA 1,200.0000 14,400.00 12.000 14,400.00 S) 62 ERECT PRECAST PRESTRESSED CONCRETE EA 1,000.0000 6,000.00 6.000 6,000.00 S) GIRDER 63 CORE AND PRESSURE GROUT DOWELS M 250.0000 21,500.00 0.000 0.00 S) 64 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 123.0000 1,543,035.00 12,545.000 1,543,035.00 SF) 65 BAR REINFORCING STEEL (BRIDGE) KG 2.6000 196,606.80 75,618.000 196,606.80 SF) 66 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2000 162,144.40 49,840.000 109,648.00 SF) 67 HEADED BAR REINFORCEMENT EA 30.0000 18,570.00 619.000 18,570.00 SF) 68 FURNISH SIGN STRUCTURE (TRUSS) KG 6.5000 18,005.00 2,770.000 18,005.00 F) 69 INSTALL SIGN STRUCTURE (TRUSS) KG 1.5000 4,155.00 2,770.000 4,155.00 SF) 70 METAL (RAIL MOUNTED SIGN) KG 22.0000 20,460.00 930.000 20,460.00 71 ROADSIDE SIGN - ONE POST EA 350.0000 1,750.00 5.000 1,750.00 72 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 250.00 2.000 500.00 METHOD) 73 INSTALL SIGN (PANEL ON SOUNDWALL) EA 250.0000 1,500.00 6.000 1,500.00 74 INSTALL ROADSIDE SIGN EA 1,800.0000 1,800.00 0.000 0.00 (LAMINATED WOOD BOX POST) 75 600 MM REINFORCED CONCRETE PIPE M 395.0000 11,060.00 27.500 10,862.50 76 300 MM CORRUGATED STEEL PIPE M 660.0000 7,260.00 24.040 15,866.40 (2.01 MM THICK) PROGRAM CAS145 PAGE 4 DATE 04/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002494 TIME 07:38 AM ESTIMATE NO. 28 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 04/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 300 MM STEEL FLARED END SECTION EA 500.0000 500.00 0.000 0.00 78 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 540.0000 9,288.00 17.200 9,288.00 F) AND DRIVEWAY) 79 MISCELLANEOUS IRON AND STEEL KG 1.0000 2,001.00 2,001.000 2,001.00 F) 80 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 2,280.00 57.000 2,280.00 S) 81 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 500.0000 4,000.00 8.000 4,000.00 S) 82 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 900.00 1.000 900.00 S) 83 METAL BEAM GUARD RAILING (WOOD POST) M 74.0000 8,880.00 196.400 14,533.60 S) 84 TERMINAL SECTION (TYPE B) EA 580.0000 580.00 1.000 580.00 S) 85 TERMINAL SYSTEM (TYPE ET) EA 3,300.0000 6,600.00 2.000 6,600.00 S) 86 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 2,000.00 2.000 4,000.00 S) 87 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 2,400.00 3.000 1,800.00 S) 88 CRASH CUSHION (REACT 9SCBS) EA 40,000.0000 40,000.00 1.000 40,000.00 S) 89 CONCRETE BARRIER (TYPE 736 MODIFIED) M 275.0000 60,500.00 220.000 60,500.00 F) 90 CONCRETE BARRIER (TYPE 736 SV) M 265.0000 757,105.00 2,857.000 757,105.00 F) 91 CONCRETE BARRIER (TYPE 736A MODIFIED) M 150.0000 157,350.00 973.000 145,950.00 F) 92 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 500.00 73.930 3,696.50 S) 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,410.00 1,322.000 1,322.00 S) 94 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,740.00 30.500 61.00 S) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,420.00 106.000 106.00 S) (BROKEN 10.98 M - 3.66 M) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 810.00 114.000 114.00 S) (BROKEN 5.18 M - 2.14 M) 97 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,320.00 144.000 288.00 S) 98 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 2,950.00 388.000 1,940.00 S) 99 LIGHTING (TEMPORARY) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 00 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 1,000.0000 5,000.00 6.000 6,000.00 S) 01 IRRIGATION CONTROLLER ENCLOSURE CABINET LS 2,500.0000 2,500.00 1.000 2,500.00 S) (MODIFY) 02 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 190,000.0000 190,000.00 1.000 190,000.00 S) 03 MODIFY LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 1.000 200,000.00 S) PROGRAM CAS145 PAGE 5 DATE 04/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002494 TIME 07:38 AM ESTIMATE NO. 28 BID OPENING 09/26/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 04/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 11,130.00 7,525,837.88 ADJUSTMENT OF COMPENSATION 0.00 592,883.22 EXTRA WORK 12,654.40 344,133.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 23,784.40 8,462,855.00 04 MOBILIZATION LS 860,000.0000 860,000.00 1.000 860,000.00 ORIGINAL CONTRACT AMOUNT 8,648,632.20 TOTAL WORK COMPLETED 23,784.40 9,322,855.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 23,784.40 9,322,855.00 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 10/30/02 480 01/27/03 01/27/03 01/30/06 496 66 0 252 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY JAHROMI, REZA RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 04/25/05