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 12/24/03 EST. NO.11 TIME 10:40 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 0036 289.10 E.W. @ F.A.(+) 110303 N 46 0 0037 289.10 110403 N 47 0 0038 289.10 110503 N 48 0 867.30 TOTAL THIS ESTIMATE 430,855.08 TOTAL PREVIOUS ESTIMATE 431,722.38 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 12/24/03 EST. NO.11 TIME 10:40 AM R.E. NAME: JAHROMI, REZA 07-002494 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002494 TIME 10:40 AM ESTIMATE NO. 11 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 12/20/03 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 12/24/03 LOCATION RERUN 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 0.793 3,965.00 02 TIME-RELATED OVERHEAD WDAY 500.0000 115,000.00 18.000 9,000.00 202.000 101,000.00 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 0.030 165.00 0.700 3,850.00 S) 05 TRAFFIC CONTROL SYSTEM LS 323,000.0000 323,000.00 0.050 16,150.00 0.496 160,208.00 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 3,938.000 94,512.00 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 40,250.00 146.500 3,662.50 1,735.500 43,387.50 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 11.000 2,200.00 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 1,014.000 2,535.00 20 REMOVE PIPE M 80.0000 4,240.00 30.800 2,464.00 21 REMOVE INLET EA 500.0000 4,000.00 4.000 2,000.00 22 REMOVE DOWNDRAIN M 130.0000 520.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002494 TIME 10:40 AM ESTIMATE NO. 11 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 12/20/03 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 12,500.00 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 35,550.00 750.000 33,750.00 (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 3,821.000 76,420.00 F) (AERIALLY DEPOSITED LEAD) 36 STRUCTURE BACKFILL (BRIDGE) M3 88.0000 16,280.00 0.000 0.00 F) 37 STRUCTURE BACKFILL (RETAINING WALL) M3 26.0000 20,020.00 509.500 13,247.00 509.500 13,247.00 F) 38 STRUCTURE BACKFILL (TYPE Y) M3 26.0000 109,096.00 142.000 3,692.00 2,150.500 55,913.00 F) (AERIALLY DEPOSITED LEAD) 39 PERVIOUS BACKFILL MATERIAL (RETAINING M3 49.0000 55,860.00 77.000 3,773.00 WALL) 40 HIGHWAY PLANTING LS 50,000.0000 50,000.00 0.000 0.00 S) 41 PLANT ESTABLISHMENT WORK LS 18,000.0000 18,000.00 0.000 0.00 S) 42 IRRIGATION SYSTEM LS 180,000.0000 180,000.00 0.090 16,200.00 S) 43 200 MM WELDED STEEL PIPE CONDUIT M 165.0000 8,250.00 0.000 0.00 S) (6.35 MM THICK) 44 EXTEND 200 MM CONDUIT M 165.0000 8,580.00 0.000 0.00 S) 45 CLASS 2 AGGREGATE BASE M3 57.0000 19,380.00 0.000 0.00 46 ASPHALT CONCRETE (TYPE B) TONN 58.0000 143,260.00 0.000 0.00 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 0.000 0.00 49 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.5000 598.50 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002494 TIME 10:40 AM ESTIMATE NO. 11 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 12/20/03 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 51 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 340.0000 175,440.00 53.380 18,149.20 200.800 68,272.00 S) PILING 52 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 81.0000 777,600.00 1,761.680 142,696.08 7,763.680 628,858.08 S) PILING (BARRIER) 53 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 2,200.0000 66,000.00 8.500 18,700.00 F) 54 STRUCTURAL CONCRETE, BRIDGE M3 1,800.0000 448,200.00 64.000 115,200.00 F) 55 STRUCTURE CONCRETE, RETAINING WALL M3 380.0000 738,340.00 1,943.000 738,340.00 F) (SOUND WALL) 56 MINOR CONCRETE (MINOR STRUCTURE) M3 2,150.0000 65,360.00 0.000 0.00 F) 57 DRILL AND BOND DOWEL M 120.0000 15,000.00 28.000 3,360.00 100.500 12,060.00 58 FURNISH PRECAST CONCRETE GIRDER EA 3,300.0000 39,600.00 4.000 13,200.00 4.000 13,200.00 (5 M - 10 M) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,700.0000 33,500.00 1.000 6,700.00 1.000 6,700.00 GIRDER (15 M - 20 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 15,000.00 1.000 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 4.000 4,800.00 4.000 4,800.00 S) 62 ERECT PRECAST PRESTRESSED CONCRETE EA 1,000.0000 6,000.00 2.000 2,000.00 2.000 2,000.00 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 0.000 0.00 SF) 65 BAR REINFORCING STEEL (BRIDGE) KG 2.6000 196,606.80 49,920.000 129,792.00 SF) 66 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2000 162,144.40 73,702.000 162,144.40 SF) 67 HEADED BAR REINFORCEMENT EA 30.0000 18,570.00 0.000 0.00 SF) 68 FURNISH SIGN STRUCTURE (TRUSS) KG 6.5000 18,005.00 0.000 0.00 F) 69 INSTALL SIGN STRUCTURE (TRUSS) KG 1.5000 4,155.00 0.000 0.00 SF) 70 METAL (RAIL MOUNTED SIGN) KG 22.0000 20,460.00 0.000 0.00 71 ROADSIDE SIGN - ONE POST EA 350.0000 1,750.00 0.000 0.00 72 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 250.00 0.000 0.00 METHOD) 73 INSTALL SIGN (PANEL ON SOUNDWALL) EA 250.0000 1,500.00 0.000 0.00 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 4.040 2,666.40 (2.01 MM THICK) PROGRAM CAS145 PAGE 4 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002494 TIME 10:40 AM ESTIMATE NO. 11 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 12/20/03 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) AND DRIVEWAY) 79 MISCELLANEOUS IRON AND STEEL KG 1.0000 2,001.00 0.000 0.00 F) 80 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 2,280.00 0.000 0.00 S) 81 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 500.0000 4,000.00 0.000 0.00 S) 82 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 900.00 0.000 0.00 S) 83 METAL BEAM GUARD RAILING (WOOD POST) M 74.0000 8,880.00 0.000 0.00 S) 84 TERMINAL SECTION (TYPE B) EA 580.0000 580.00 0.000 0.00 S) 85 TERMINAL SYSTEM (TYPE ET) EA 3,300.0000 6,600.00 0.000 0.00 S) 86 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 2,000.00 0.000 0.00 S) 87 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 2,400.00 0.000 0.00 S) 88 CRASH CUSHION (REACT 9SCBS) EA 40,000.0000 40,000.00 0.000 0.00 S) 89 CONCRETE BARRIER (TYPE 736 MODIFIED) M 275.0000 60,500.00 0.000 0.00 F) 90 CONCRETE BARRIER (TYPE 736 SV) M 265.0000 757,105.00 652.300 172,859.50 1,050.100 278,276.50 F) 91 CONCRETE BARRIER (TYPE 736A MODIFIED) M 150.0000 157,350.00 0.000 0.00 F) 92 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 500.00 0.000 0.00 S) 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,410.00 0.000 0.00 S) 94 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,740.00 0.000 0.00 S) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,420.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 810.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 97 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,320.00 0.000 0.00 S) 98 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 2,950.00 0.000 0.00 S) 99 LIGHTING (TEMPORARY) LS 60,000.0000 60,000.00 0.070 4,200.00 0.720 43,200.00 S) 00 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 1,000.0000 5,000.00 2.000 2,000.00 S) 01 IRRIGATION CONTROLLER ENCLOSURE CABINET LS 2,500.0000 2,500.00 0.000 0.00 S) (MODIFY) 02 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 190,000.0000 190,000.00 0.035 6,650.00 0.135 25,650.00 S) 03 MODIFY LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.100 20,000.00 0.380 76,000.00 S) PROGRAM CAS145 PAGE 5 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002494 TIME 10:40 AM ESTIMATE NO. 11 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 12/20/03 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 455,531.28 3,418,111.10 ADJUSTMENT OF COMPENSATION 0.00 412,396.51 EXTRA WORK 867.30 19,325.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 456,398.58 3,849,833.48 04 MOBILIZATION LS 860,000.0000 860,000.00 0.950 817,000.00 ORIGINAL CONTRACT AMOUNT 8,648,632.20 TOTAL WORK COMPLETED 456,398.58 4,666,833.48 MATERIALS ON HAND ON SITE 140,642.74 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 456,398.58 4,807,476.22 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 02/18/05 189 84 0 0 51% 82% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING TIME JAHROMI, REZA RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 12/24/03