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 05/25/04 EST. NO.21 TIME 02:11 PM 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 0086 3,145.11 E.W. @ F.A.(+) 040804 N 137 0 005 0001 37,218.87 E.W. @ U.P (+) 051604 N 2001 0 006 0001 4,376.35 A.C. @ L.S.(+) 051504 N 1501 0 44,740.33 TOTAL THIS ESTIMATE 558,289.39 TOTAL PREVIOUS ESTIMATE 603,029.72 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 05/25/04 EST. NO.21 TIME 02:11 PM 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 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-181604 TIME 02:11 PM ESTIMATE NO. 21 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 05/20/04 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 05/25/04 LOCATION RERUN 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 0.250 1,250.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,000,000.00 22.000 44,000.00 350.000 700,000.00 03 CONSTRUCTION AREA SIGNS LS 9,500.0000 9,500.00 0.522 4,959.00 S) 04 TRAFFIC CONTROL SYSTEM LS 734,000.0000 734,000.00 0.044 32,296.00 0.696 510,864.00 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 10,675.00 146.390 2,561.83 217.880 3,812.90 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 22,502.000 22,502.00 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 44,920.000 89,840.00 STRIPE 15 REMOVE PAVEMENT MARKER EA 0.8000 34,720.00 33,622.010 26,897.61 16 REMOVE ROADSIDE SIGN EA 100.0000 2,800.00 14.000 1,400.00 17 REMOVE SIGN STRUCTURE EA 2,000.0000 20,000.00 7.000 14,000.00 18 REMOVE SIGN PANEL M2 65.0000 6,500.00 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 2,033.890 43,525.25 21 REMOVE INLET EA 500.0000 13,500.00 16.000 8,000.00 22 RELOCATE ROADSIDE SIGN EA 200.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-181604 TIME 02:11 PM ESTIMATE NO. 21 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 05/20/04 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 5,168.000 10,852.80 5,168.000 10,852.80 S) (105 MM MAXIMUM) 27 REMOVE CONCRETE BARRIER (TYPE 50) M 20.0000 196,600.00 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 35 BRIDGE REMOVAL (PORTION), LOCATION H LS 3,900.0000 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 37 BRIDGE REMOVAL (PORTION), LOCATION J LS 1,950.0000 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 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 74.571 33,556.95 921.470 414,661.50 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 6,626.700 606,674.39 45 REPLACE ASPHALT CONCRETE SURFACING M3 142.0000 856,260.00 190.010 26,981.42 557.490 79,163.58 46 ASPHALT CONCRETE (TYPE B) TONN 48.0000 231,360.00 1,247.390 59,874.72 1,247.390 59,874.72 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 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-181604 TIME 02:11 PM ESTIMATE NO. 21 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 05/20/04 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,525.480 1,603,261.44 53 REPLACE CONCRETE PAVEMENT M3 518.0000 1,160,320.00 760.850 394,120.30 (RAPID STRENGTH CONCRETE) 54 SEAL PAVEMENT JOINT M 6.5000 120,900.00 11,215.000 72,897.50 55 SEAL LONGITUDINAL ISOLATION JOINT M 9.2500 188,700.00 13,929.000 128,843.25 56 GRIND EXISTING CONCRETE M2 4.1500 1,373,650.00 298,931.770 1,240,566.85 PAVEMENT 57 STRUCTURAL CONCRETE, APPROACH SLAB M3 466.0000 1,458,160.60 133.843 62,370.84 2,394.680 1,115,920.88 F) (TYPE R) 58 MINOR CONCRETE (MINOR STRUCTURE) M3 1,970.0000 164,101.00 4.750 9,357.50 43.950 86,581.50 F) 59 MINOR CONCRETE (PIPE ENCASEMENT) M3 200.0000 26,000.00 55.090 11,018.00 60 PAVING NOTCH EXTENSION M3 3,200.0000 233,600.00 3.005 9,616.00 54.616 174,771.20 61 JOINT SEAL (TYPE B - MR 30 MM) M 102.0000 110,160.00 100.000 10,200.00 62 FURNISH SIGN STRUCTURE (TRUSS) KG 4.5000 260,712.00 10,269.010 46,210.55 14,149.010 63,670.55 63 INSTALL SIGN STRUCTURE (TRUSS) KG 0.2700 15,642.72 10,269.010 2,772.63 14,149.010 3,820.23 SF) 64 760 MM CAST-IN-DRILLED-HOLE M 970.0000 21,825.00 18.000 17,460.00 S) CONCRETE PILE (SIGN FOUNDATION) 65 920 MM CAST-IN-DRILLED-HOLE M 1,130.0000 70,060.00 15.240 17,221.20 S) CONCRETE PILE (SIGN FOUNDATION) 66 METAL (BARRIER MOUNTED SIGN) KG 15.0000 77,550.00 1,364.000 20,460.00 3,414.000 51,210.00 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 1.000 200.00 3.000 600.00 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 35,200.00 189.600 15,168.00 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 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-181604 TIME 02:11 PM ESTIMATE NO. 21 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 05/20/04 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,808.000 1,808.00 5,720.000 5,720.00 SF) 80 INSTALL MEDIAN MILEAGE PANEL EA 50.0000 5,500.00 36.000 1,800.00 60.000 3,000.00 81 METAL BEAM GUARD RAILING (WOOD POST) M 58.0000 38,860.00 117.360 6,806.88 165.790 9,615.82 S) 82 TERMINAL SYSTEM (TYPE ET) EA 4,000.0000 8,000.00 2.000 8,000.00 2.000 8,000.00 S) 83 TERMINAL SYSTEM (TYPE SRT) EA 1,880.0000 69,560.00 10.000 18,800.00 12.000 22,560.00 S) 84 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 520.0000 13,520.00 8.000 4,160.00 10.000 5,200.00 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 304,290.00 574.200 46,223.10 2,333.000 187,806.50 87 CONCRETE BARRIER (TYPE 60A MOD) M 109.0000 56,549.20 243.100 26,497.90 363.300 39,599.70 F) 88 CONCRETE BARRIER (TYPE 60C) M 91.0000 214,760.00 74.200 6,752.20 1,552.000 141,232.00 89 CONCRETE BARRIER (TYPE 60E) M 330.0000 59,400.00 149.500 49,335.00 241.000 79,530.00 90 CONCRETE BARRIER (TYPE 60EC) M 350.0000 35,000.00 -60.000 -21,000.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 60S) M 90.0000 9,000.00 9.200 828.00 27.000 2,430.00 92 CONCRETE BARRIER (TYPE 60SW) M 275.0000 783,750.00 443.000 121,825.00 1,794.000 493,350.00 93 CONCRETE BARRIER (TYPE 60SA MOD) M 102.0000 38,607.00 222.000 22,644.00 222.000 22,644.00 F) 94 CONCRETE BARRIER (TYPE 60SC) M 93.0000 4,743.00 10.000 930.00 41.000 3,813.00 95 CONCRETE BARRIER (TYPE 60SE) M 325.0000 39,000.00 49.000 15,925.00 121.000 39,325.00 96 CONCRETE BARRIER (TYPE 60SEC) M 330.0000 26,400.00 -84.000 -27,720.00 40.000 13,200.00 97 THERMOPLASTIC PAVEMENT MARKING M2 26.0000 16,380.00 122.640 3,188.64 S) 98 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 95,200.00 41,121.100 34,952.94 S) 99 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 9,979.00 398.000 676.60 S) 00 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 6,347.00 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 44,755.760 24,615.67 S) (BROKEN 10.98 M - 3.66 M) 02 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 2,288.00 2,283.600 2,511.96 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 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-181604 TIME 02:11 PM ESTIMATE NO. 21 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 05/20/04 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,517.000 10,365.30 S) 07 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 83,000.00 13,819.000 34,547.50 S) 08 INDUCTIVE LOOP DETECTOR LS 170,000.0000 170,000.00 0.090 15,300.00 S) 09 MODIFY LIGHTING AND SIGN ILLUMINATION LS 130,000.0000 130,000.00 0.020 2,600.00 0.670 87,100.00 S) PROGRAM CAS145 PAGE 6 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-181604 TIME 02:11 PM ESTIMATE NO. 21 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 05/20/04 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 648,576.32 9,454,706.12 ADJUSTMENT OF COMPENSATION 4,376.35 2,876.35 EXTRA WORK 40,363.98 600,153.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 693,316.65 10,057,735.84 10 MOBILIZATION LS 1780,000.0000 1,780,000.00 1.000 1,780,000.00 ORIGINAL CONTRACT AMOUNT 17,884,421.02 TOTAL WORK COMPLETED 693,316.65 11,837,735.84 MATERIALS ON HAND ON SITE 131,066.56 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 693,316.65 11,968,802.40 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 12/15/04 319 50 0 0 65% 64% PROGRESS IS SATISFACTORY JAHROMI, REZA RESIDENT ENGINEER PROGRAM CAS145 DATE 05/25/04