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 11/25/03 EST. NO.14 TIME 11:42 AM R.E. NAME: JAHROMI, REZA 07-181604 --------------------------------------------------------------------------- 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 0050 466.60 E.W. @ F.A.(+) 092303 N 85 0 0051 216.67 092703 N 86 0 0052 173.11 100603 N 87 0 0053 173.11 100703 N 88 0 0054 173.11 100803 N 89 0 0055 173.11 100903 N 90 0 0056 173.11 101003 N 91 0 0057 173.11 101103 N 92 0 0058 173.11 101203 N 93 0 0059 216.67 101103 N 94 0 0060 2,231.72 093003 N 95 0 0061 115.10 093003 N 96 0 0062 173.11 100103 N 97 0 0064 173.11 100303 N 99 0 0065 173.11 100403 N 100 0 0066 173.11 100503 N 101 0 0067 363.45 100303 N 102 0 0068 173.11 101203 N 103 0 0069 173.11 101303 N 104 0 0070 505.38 101403 N 105 0 0071 505.38 101503 N 106 0 0072 684.59 101603 N 107 0 0073 216.67 102503 N 109 0 003 0029 456.43 E.W. @ F.A.(+) 102403 N 108 0 0030 1,389.39 102703 N 110 0 0031 1,389.39 102803 N 111 0 11,007.87 TOTAL THIS ESTIMATE 244,972.86 TOTAL PREVIOUS ESTIMATE 255,980.73 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 11/25/03 EST. NO.14 TIME 11:42 AM R.E. NAME: JAHROMI, REZA 07-181604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY GLM,PENHALL 139 -10,000.00 12 GLM,PENHALL 139 10,000.00 13 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-181604 TIME 11:42 AM ESTIMATE NO. 14 BID OPENING 08/01/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 11/25/03 LOCATION PROGRESS ESTIMATE 07-LA-91-R14.0/R20.7 ----------------- CHUMO CONSTRUCTION INC. IN LOS ANGELES COUNTY IN BELLFLOWER 14425 JOANBRIDGE STREET CERRITOS AND ARTESIA FROM DOWNEY BALDWIN PARK, CA 91706-1747 AVENUE UNDERCROSSING TO LOS ANGELES AND ORANGE COUNTY LINE FED. AID NO. ACNH-P091(112)E REPAIR SLABS AND PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 0.400 2,000.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,000,000.00 17.000 34,000.00 248.000 496,000.00 03 CONSTRUCTION AREA SIGNS LS 9,500.0000 9,500.00 0.010 95.00 0.522 4,959.00 S) 04 TRAFFIC CONTROL SYSTEM LS 734,000.0000 734,000.00 0.040 29,360.00 0.484 355,256.00 S) 05 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 4,200.00 90.000 2,520.00 S) 06 FLASHING BEACON (PORTABLE) EA 1,500.0000 9,000.00 0.000 0.00 S) 07 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 6,000.00 2.000 2,000.00 S) 08 TEMPORARY RAILING (TYPE K) M 39.0000 286,650.00 7,480.000 291,720.00 S) 09 REMOVE METAL BEAM GUARD RAILING M 17.5000 10,675.00 0.000 0.00 S) 10 REMOVE PAINTED TRAFFIC STRIPE M 1.1000 44,660.00 0.000 0.00 11 REMOVE PAINTED PAVEMENT MARKING M2 15.0000 435.00 0.000 0.00 12 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0000 28,600.00 2,940.000 2,940.00 16,743.000 16,743.00 13 REMOVE YELLOW TRAFFIC STRIPE M 2.0000 8,480.00 0.000 0.00 14 REMOVE THERMOPLASTIC YELLOW TRAFFIC M 2.0000 25,400.00 6,140.000 12,280.00 34,113.000 68,226.00 STRIPE 15 REMOVE PAVEMENT MARKER EA 0.8000 34,720.00 3,550.000 2,840.00 25,036.010 20,028.81 16 REMOVE ROADSIDE SIGN EA 100.0000 2,800.00 3.000 300.00 14.000 1,400.00 17 REMOVE SIGN STRUCTURE EA 2,000.0000 20,000.00 4.000 8,000.00 7.000 14,000.00 18 REMOVE SIGN PANEL M2 65.0000 6,500.00 47.600 3,094.00 60.000 3,900.00 19 REMOVE ASPHALT CONCRETE DIKE M 2.5000 2,575.00 0.000 0.00 20 REMOVE PIPE M 21.4000 67,196.00 635.250 13,594.35 2,033.890 43,525.25 21 REMOVE INLET EA 500.0000 13,500.00 3.000 1,500.00 16.000 8,000.00 22 RELOCATE ROADSIDE SIGN EA 200.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-181604 TIME 11:42 AM ESTIMATE NO. 14 BID OPENING 08/01/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RELOCATE TEMPORARY RAILING (TYPE K) M 6.9000 95,220.00 159.000 1,097.10 7,303.000 50,390.70 S) 24 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.1000 20,727.00 0.000 0.00 S) (45 MM MAXIMUM) 25 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.1000 3,885.00 0.000 0.00 S) (60 MM MAXIMUM) 26 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.1000 29,190.00 0.000 0.00 S) (105 MM MAXIMUM) 27 REMOVE CONCRETE BARRIER (TYPE 50) M 20.0000 196,600.00 1,646.000 32,920.00 6,585.000 131,700.00 28 BRIDGE REMOVAL (PORTION), LOCATION A LS 2,600.0000 2,600.00 0.000 0.00 29 BRIDGE REMOVAL (PORTION), LOCATION B LS 1,950.0000 1,950.00 0.000 0.00 30 BRIDGE REMOVAL (PORTION), LOCATION C LS 1,300.0000 1,300.00 0.000 0.00 31 BRIDGE REMOVAL (PORTION), LOCATION D LS 1,950.0000 1,950.00 0.000 0.00 32 BRIDGE REMOVAL (PORTION), LOCATION E LS 1,950.0000 1,950.00 0.000 0.00 33 BRIDGE REMOVAL (PORTION), LOCATION F LS 1,950.0000 1,950.00 0.000 0.00 34 BRIDGE REMOVAL (PORTION), LOCATION G LS 2,600.0000 2,600.00 1.000 2,600.00 1.000 2,600.00 35 BRIDGE REMOVAL (PORTION), LOCATION H LS 3,900.0000 3,900.00 1.000 3,900.00 1.000 3,900.00 36 BRIDGE REMOVAL (PORTION), LOCATION I LS 6,500.0000 6,500.00 1.000 6,500.00 1.000 6,500.00 37 BRIDGE REMOVAL (PORTION), LOCATION J LS 1,950.0000 1,950.00 1.000 1,950.00 1.000 1,950.00 38 BRIDGE REMOVAL (PORTION), LOCATION K LS 1,950.0000 1,950.00 1.000 1,950.00 1.000 1,950.00 39 BRIDGE REMOVAL (PORTION), LOCATION L LS 1,950.0000 1,950.00 1.000 1,950.00 40 ROADWAY EXCAVATION M3 12.0000 570,000.00 0.000 0.00 41 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 42 AGGREGATE BASE (APPROACH SLAB) M3 450.0000 144,000.00 70.471 31,711.95 816.542 367,443.90 43 CLASS 3 AGGREGATE BASE M3 12.0000 190,800.00 0.000 0.00 44 LEAN CONCRETE BASE M3 91.5500 1,007,050.00 3,567.540 326,608.29 45 REPLACE ASPHALT CONCRETE SURFACING M3 142.0000 856,260.00 367.480 52,182.16 46 ASPHALT CONCRETE (TYPE B) TONN 48.0000 231,360.00 0.000 0.00 47 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 65.0000 17,550.00 0.000 0.00 48 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 500.0000 500.00 0.000 0.00 AREA) 49 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 12.0000 2,400.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-181604 TIME 11:42 AM ESTIMATE NO. 14 BID OPENING 08/01/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 12.0000 6,360.00 0.000 0.00 51 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 4,080.00 0.000 0.00 52 CONCRETE PAVEMENT M3 128.0000 2,662,400.00 6,742.480 863,037.44 53 REPLACE CONCRETE PAVEMENT M3 518.0000 1,160,320.00 35.850 18,570.30 760.850 394,120.30 (RAPID STRENGTH CONCRETE) 54 SEAL PAVEMENT JOINT M 6.5000 120,900.00 2,900.000 18,850.00 5,900.000 38,350.00 55 SEAL LONGITUDINAL ISOLATION JOINT M 9.2500 188,700.00 7,317.000 67,682.25 56 GRIND EXISTING CONCRETE M2 4.1500 1,373,650.00 9,565.780 39,697.99 222,299.820 922,544.25 PAVEMENT 57 STRUCTURAL CONCRETE, APPROACH SLAB M3 466.0000 1,458,160.60 144.472 67,323.95 1,977.050 921,305.30 F) (TYPE R) 58 MINOR CONCRETE (MINOR STRUCTURE) M3 1,970.0000 164,101.00 32.070 63,177.90 F) 59 MINOR CONCRETE (PIPE ENCASEMENT) M3 200.0000 26,000.00 34.160 6,832.00 60 PAVING NOTCH EXTENSION M3 3,200.0000 233,600.00 3.469 11,100.80 45.115 144,368.00 61 JOINT SEAL (TYPE B - MR 30 MM) M 102.0000 110,160.00 0.000 0.00 62 FURNISH SIGN STRUCTURE (TRUSS) KG 4.5000 260,712.00 3,880.000 17,460.00 63 INSTALL SIGN STRUCTURE (TRUSS) KG 0.2700 15,642.72 3,880.000 1,047.60 SF) 64 760 MM CAST-IN-DRILLED-HOLE M 970.0000 21,825.00 9.000 8,730.00 S) CONCRETE PILE (SIGN FOUNDATION) 65 920 MM CAST-IN-DRILLED-HOLE M 1,130.0000 70,060.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 66 METAL (BARRIER MOUNTED SIGN) KG 15.0000 77,550.00 2,029.000 30,435.00 2,050.000 30,750.00 67 ROADSIDE SIGN - ONE POST EA 250.0000 1,000.00 0.000 0.00 68 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,600.00 2.000 400.00 METHOD) 69 INSTALL ROADSIDE SIGN EA 2,000.0000 2,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 70 300 MM PLASTIC PIPE M 80.0000 35,200.00 118.200 9,456.00 71 450 MM REINFORCED CONCRETE PIPE M 230.0000 18,400.00 21.500 4,945.00 72 600 MM REINFORCED CONCRETE PIPE M 260.0000 546.00 1.600 416.00 73 450 MM CORRUGATED STEEL PIPE M 235.0000 3,760.00 0.000 0.00 (2.01 MM THICK) 74 450 MM SLOTTED CORRUGATED STEEL PIPE M 365.0000 15,695.00 0.000 0.00 (2.01 MM THICK) 75 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 145.0000 11,310.00 0.000 0.00 (2.01 MM THICK) 76 300 MM ENTRANCE TAPER EA 500.0000 500.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-181604 TIME 11:42 AM ESTIMATE NO. 14 BID OPENING 08/01/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROCK SLOPE PROTECTION M3 150.0000 495.00 0.000 0.00 (FACING, METHOD B) 78 ROCK SLOPE PROTECTION FABRIC M2 10.0000 170.00 0.000 0.00 79 MISCELLANEOUS IRON AND STEEL KG 1.0000 11,607.00 3,912.000 3,912.00 SF) 80 INSTALL MEDIAN MILEAGE PANEL EA 50.0000 5,500.00 24.000 1,200.00 81 METAL BEAM GUARD RAILING (WOOD POST) M 58.0000 38,860.00 0.000 0.00 S) 82 TERMINAL SYSTEM (TYPE ET) EA 4,000.0000 8,000.00 0.000 0.00 S) 83 TERMINAL SYSTEM (TYPE SRT) EA 1,880.0000 69,560.00 0.000 0.00 S) 84 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 520.0000 13,520.00 0.000 0.00 S) 85 CRASH CUSHION, SAND FILLED EA 4,000.0000 12,000.00 0.000 0.00 S) 86 CONCRETE BARRIER (TYPE 60) M 80.5000 304,290.00 1,341.000 107,950.50 87 CONCRETE BARRIER (TYPE 60A MOD) M 109.0000 56,549.20 59.000 6,431.00 F) 88 CONCRETE BARRIER (TYPE 60C) M 91.0000 214,760.00 590.000 53,690.00 89 CONCRETE BARRIER (TYPE 60E) M 330.0000 59,400.00 73.000 24,090.00 90 CONCRETE BARRIER (TYPE 60EC) M 350.0000 35,000.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 60S) M 90.0000 9,000.00 14.000 1,260.00 92 CONCRETE BARRIER (TYPE 60SW) M 275.0000 783,750.00 1,251.000 344,025.00 93 CONCRETE BARRIER (TYPE 60SA MOD) M 102.0000 38,607.00 0.000 0.00 F) 94 CONCRETE BARRIER (TYPE 60SC) M 93.0000 4,743.00 11.000 1,023.00 95 CONCRETE BARRIER (TYPE 60SE) M 325.0000 39,000.00 62.000 20,150.00 96 CONCRETE BARRIER (TYPE 60SEC) M 330.0000 26,400.00 117.000 38,610.00 97 THERMOPLASTIC PAVEMENT MARKING M2 26.0000 16,380.00 114.840 2,985.84 122.640 3,188.64 S) 98 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 95,200.00 23.790 20.22 17,357.890 14,754.21 S) 99 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 9,979.00 48.000 81.60 398.000 676.60 S) 00 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 6,347.00 112.000 123.20 1,712.000 1,883.20 S) (BROKEN 3.66 M - 0.92 M) 01 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5500 36,795.00 3,000.000 1,650.00 44,276.000 24,351.80 S) (BROKEN 10.98 M - 3.66 M) 02 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 2,288.00 1,088.600 1,197.46 2,088.600 2,297.46 S) (BROKEN 11.00 M - 3.50 M) 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5500 1,105.50 50.000 27.50 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 5 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-181604 TIME 11:42 AM ESTIMATE NO. 14 BID OPENING 08/01/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 38,850.00 88,204.880 44,102.44 S) 05 PAINT PAVEMENT MARKING (2-COAT) M2 20.0000 580.00 42.900 858.00 S) 06 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9000 16,470.00 8,018.000 7,216.20 S) 07 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 83,000.00 10,842.000 27,105.00 S) 08 INDUCTIVE LOOP DETECTOR LS 170,000.0000 170,000.00 0.060 10,200.00 S) 09 MODIFY LIGHTING AND SIGN ILLUMINATION LS 130,000.0000 130,000.00 0.620 80,600.00 S) PROGRAM CAS145 PAGE 6 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-181604 TIME 11:42 AM ESTIMATE NO. 14 BID OPENING 08/01/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 382,668.76 6,594,677.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 11,007.87 255,980.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 393,676.63 6,850,658.43 10 MOBILIZATION LS 1780,000.0000 1,780,000.00 0.950 1,691,000.00 ORIGINAL CONTRACT AMOUNT 17,884,421.02 TOTAL WORK COMPLETED 393,676.63 8,541,658.43 MATERIALS ON HAND ON SITE 68,094.52 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 393,676.63 8,609,752.95 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 09/12/02 500 09/26/02 00/00/00 11/21/04 252 35 0 0 47% 50% PROGRESS IS SATISFACTORY JAHROMI, REZA RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 11/25/03