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 06/24/03 EST. NO.21 TIME 12:49 PM R.E. NAME: TEHRANI, ALIREZA 08-4221U4 --------------------------------------------------------------------------- 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 0197 329.03 E.W. @ F.A.(+) 040203 N 334.10 0199 326.89 040903 N 0344.0 0200 34.61 040903 N 0345.1 002 0045 105.12 E.W. @ F.A.(+) 050103 N 361.00 004 0006 38,570.45 A.C. @ U.P.(+) 052003 N 400 0 013 0035 1,031.80 E.W. @ F.A.(+) 040203 N 0336.0 0035-1 -1,031.80 040203 N 0336.0 DAO CORRECTING ENTRY 0035-2 1,084.79 040203 N 0336.0 DAO CORRECTING ENTRY 0036 249.70 011503 N 0338.0 019 0002 6,695.32 E.W. @ L.S.(+) 042503 N 401 0 022 0001 2,727.40 E.W. @ F.A.(+) 030603 N 0309.0 0002 781.11 031003 N 0311.0 0012 3,211.87 030703 N 310.10 54,116.29 TOTAL THIS ESTIMATE 1,488,815.87 TOTAL PREVIOUS ESTIMATE 1,542,932.16 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 06/24/03 EST. NO.21 TIME 12:49 PM R.E. NAME: TEHRANI, ALIREZA 08-4221U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF CC SS 90-2.02 -93.60 04 NON-COMPLIANCE AGGRE -214.92 09 #74: SPEC. 49-6.02 -5,000.00 17 #88: SPEC. 55-4.02 -5,000.00 17 STD. SPEC. 90-2.02 -1,800.00 17 STD. SPEC. 90-2.02 -1,217.50 18 STD. SPEC. 90-2.02 -189.99 20 0.00 -13,516.01 TOTAL DEDUCTIONS 0.00 -13,516.01 PROGRAM CAS145 PAGE 1 DATE 06/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 12:49 PM ESTIMATE NO. 21 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/03 R.E. NAME: TEHRANI, ALIREZA DATE OF THIS ESTIMATE 06/24/03 LOCATION PROGRESS ESTIMATE 08-RIV-91-17.4/21.6 ----------------- F.C.I. CONSTRUCTORS IN RIVERSIDE COUNTY IN RIVERSIDE 3439 A. ARLINGTON AVENUE FROM BROCKTON AVENUE UNDERCROSSING RIVERSIDE, CA 92506 TO ROUTE 60/91 SEPARATION FED. AID NO. ACNH-P091(105)E PAVEMENT REHABILITATION AND FIBER ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.750 1,875.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,075,000.00 19.000 47,500.00 337.000 842,500.00 03 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 0.848 63,600.00 05 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.848 38,160.00 S) 06 TRAFFIC CONTROL SYSTEM LS 433,000.0000 433,000.00 0.848 367,184.00 S) 07 TYPE II BARRICADE EA 60.0000 1,500.00 38.000 2,280.00 S) 08 TYPE III BARRICADE EA 180.0000 1,440.00 6.000 1,080.00 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 23,820.00 51,972.700 31,183.62 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 15,750.00 492.000 22,140.00 S) 11 FLASHING BEACON (PORTABLE) EA 1,700.0000 6,800.00 3.400 5,780.00 S) 12 TEMPORARY PAVEMENT MARKER EA 2.0000 30,000.00 14,229.000 28,458.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 11,500.0000 46,000.00 3.360 38,640.00 S) 14 FLASHING ARROW SIGN EA 4,500.0000 4,500.00 0.800 3,600.00 S) 15 TEMPORARY RAILING (TYPE K) M 15.5000 333,250.00 14,830.450 229,871.98 S) 16 TEMPORARY CRASH CUSHION MODULE EA 300.0000 69,000.00 172.000 51,600.00 S) 17 TEMPORARY TRAFFIC SCREEN M 4.0000 82,400.00 8,202.100 32,808.40 S) 18 REMOVE TERMINAL SECTION EA 405.0000 8,910.00 9.000 3,645.00 19 REMOVE FLARED END SECTION EA 500.0000 3,000.00 2.000 1,000.00 20 REMOVE TRAFFIC STRIPE M 1.2500 50,875.00 44,824.160 56,030.20 21 REMOVE PAVEMENT MARKER EA 0.3000 4,080.00 18,360.000 5,508.00 22 REMOVE ASPHALT CONCRETE M2 1.3000 15,340.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 06/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 12:49 PM ESTIMATE NO. 21 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/03 R.E. NAME: TEHRANI, ALIREZA DATE OF THIS ESTIMATE 06/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE DIKE M 3.0000 16,050.00 0.000 0.00 24 REMOVE INLET EA 4,000.0000 4,000.00 0.000 0.00 25 REMOVE DOWNDRAIN M 90.0000 10,800.00 0.000 0.00 26 SALVAGE METAL BEAM GUARD RAILING M 20.0000 65,600.00 3,086.980 61,739.60 S) 27 SALVAGE DOUBLE METAL BEAM BARRIER M 24.0000 74,640.00 3,094.440 74,266.56 S) 28 RECONSTRUCT CHAIN LINK FENCE M 57.0000 6,840.00 1.500 85.50 S) 29 RESET MARKERS AND DELINEATORS EA 85.0000 1,105.00 0.000 0.00 30 RESET ROADSIDE SIGN (BARRIER MOUNTED) EA 375.0000 1,125.00 0.000 0.00 31 RESET SIGN STRUCTURE EA 5,000.0000 10,000.00 0.500 2,500.00 S) 32 RELOCATE SIGN STRUCTURE EA 2,700.0000 8,100.00 2.500 6,750.00 S) 33 MODIFY INLET EA 400.0000 10,400.00 22.000 8,800.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.7600 24,700.00 0.000 0.00 S) (45 MM MAXIMUM) 35 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 6,620.00 0.000 0.00 S) (60 MM MAXIMUM) 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 10,110.00 0.000 0.00 S) (90 MM MAXIMUM) 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 16,175.00 0.000 0.00 S) (150 MM MAXIMUM) 38 REMOVE CONCRETE M3 58.0000 2,668.00 0.000 0.00 39 REMOVE RAILING M 210.0000 2,520.00 0.000 0.00 40 BRIDGE REMOVAL (PORTION), LOCATION A LS 37,000.0000 37,000.00 0.950 35,150.00 41 BRIDGE REMOVAL (PORTION), LOCATION B LS 35,000.0000 35,000.00 0.950 33,250.00 42 BRIDGE REMOVAL (PORTION), LOCATION C LS 4,000.0000 4,000.00 1.000 4,000.00 43 CLEARING AND GRUBBING LS 27,000.0000 27,000.00 1.000 27,000.00 44 ROADWAY EXCAVATION M3 16.5000 433,950.00 346.000 5,709.00 9,167.440 151,262.76 45 ROADWAY EXCAVATION (TYPE Y) M3 13.7000 35,346.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 46 LEAD COMPLIANCE PLAN LS 29,000.0000 29,000.00 1.000 29,000.00 47 SHOULDER BACKING STA 925.0000 12,950.00 0.000 0.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 23,600.00 590.000 23,600.00 F) 49 STRUCTURE EXCAVATION (RETAINING WALL) M3 104.0000 262,080.00 2,520.000 262,080.00 F) PROGRAM CAS145 PAGE 3 DATE 06/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 12:49 PM ESTIMATE NO. 21 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/03 R.E. NAME: TEHRANI, ALIREZA DATE OF THIS ESTIMATE 06/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 16,900.00 65.000 4,225.00 195.000 12,675.00 F) 51 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 65,800.00 825.000 16,500.00 2,357.000 47,140.00 F) 52 PERVIOUS BACKFILL MATERIAL (RETAINING M3 1.0000 260.00 130.000 130.00 F) WALL) 53 HIGHWAY PLANTING LS 58,000.0000 58,000.00 0.030 1,740.00 S) 54 TRANSPLANT PALM TREE LS 10,000.0000 10,000.00 0.000 0.00 S) 55 PLANT ESTABLISHMENT WORK LS 24,000.0000 24,000.00 0.000 0.00 S) 56 IRRIGATION SYSTEM LS 16,000.0000 16,000.00 0.200 3,200.00 S) 57 MAINTENANCE VEHICLE PULLOUT EA 3,800.0000 3,800.00 0.000 0.00 58 CLASS 2 AGGREGATE SUBBASE M3 45.0000 320,400.00 3,713.338 167,100.21 59 CLASS 2 AGGREGATE BASE M3 60.0000 13,200.00 0.000 0.00 60 AGGREGATE BASE (APPROACH SLAB) M3 175.0000 6,825.00 14.450 2,528.75 61 LEAN CONCRETE BASE M3 82.0000 410,820.00 2,456.110 201,401.02 62 REPLACE ASPHALT CONCRETE SURFACING M3 247.0000 27,170.00 0.000 0.00 63 ASPHALT CONCRETE (TYPE A) TONN 44.0000 651,200.00 6,014.570 264,641.08 64 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.6500 8,665.50 0.000 0.00 65 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.6500 636.00 0.000 0.00 66 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 2.6500 424.00 0.000 0.00 67 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.6500 3,047.50 0.000 0.00 68 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.6500 1,590.00 0.000 0.00 69 CONCRETE PAVEMENT M3 95.0000 835,050.00 4,964.324 471,610.78 70 CONCRETE PAVEMENT (RAMP TERMINI) M3 75.0000 38,250.00 0.000 0.00 71 REPLACE CONCRETE PAVEMENT M3 250.0000 2,295,000.00 1,888.710 472,177.50 8,117.240 2,029,310.00 72 SEAL PAVEMENT JOINT M 5.7500 152,375.00 3,548.000 20,401.00 73 GRIND EXISTING CONCRETE M2 4.5000 375,750.00 12,209.690 54,943.61 40,308.960 181,390.32 S) PAVEMENT 74 FURNISH PILING (CLASS 900)(ALT "W") M 70.0000 125,720.00 1,735.000 121,450.00 75 DRIVE PILE (CLASS 900)(ALT "W") EA 700.0000 170,100.00 240.000 168,000.00 S) 76 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 29,750.00 85.000 29,750.00 F) PROGRAM CAS145 PAGE 4 DATE 06/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 12:49 PM ESTIMATE NO. 21 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/03 R.E. NAME: TEHRANI, ALIREZA DATE OF THIS ESTIMATE 06/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 302,500.00 228.000 250,800.00 F) 78 STRUCTURAL CONCRETE, RETAINING WALL M3 390.0000 370,500.00 243.770 95,070.30 950.000 370,500.00 F) 79 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 54,000.00 27.000 27,000.00 F) (TYPE N MODIFIED) 80 STRUCTURAL CONCRETE, APPROACH SLAB M3 550.0000 214,500.00 359.120 197,516.00 (TYPE R MODIFIED) 81 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 58,000.00 31.380 31,380.00 F) 82 DRILL AND BOND DOWEL M 104.0000 9,360.00 0.600 62.40 76.440 7,949.76 83 RETAINING WALL (MASONRY WALL) M2 260.0000 59,800.00 142.000 36,920.00 84 JOINT SEAL (MR 30 MM) M 110.0000 11,000.00 0.000 0.00 S) 85 JOINT SEAL (MR 15 MM) M 83.0000 8,300.00 0.000 0.00 SF) 86 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 40,040.00 27,407.000 30,147.70 SF) 87 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 90,900.00 21,166.000 21,166.00 90,900.000 90,900.00 S) 88 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.8000 221,480.00 39,550.000 110,740.00 79,100.000 221,480.00 F) 89 ERECT STRUCTURAL STEEL (BRIDGE) KG 2.4000 189,840.00 36,412.000 87,388.80 75,962.000 182,308.80 SF) 90 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 19,600.00 9.500 13,300.00 S) CONCRETE PILE (SIGN FOUNDATION) 91 INSTALL SIGN OVERLAY EA 1,000.0000 2,000.00 0.000 0.00 92 CLEAN AND PAINT STRUCTURAL STEEL LS 113,350.0000 113,350.00 0.000 0.00 S) 93 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 680.0000 707,200.00 22.000 14,960.00 S) 94 WORK AREA MONITORING LS 68,000.0000 68,000.00 0.500 34,000.00 S) 95 300 MM REINFORCED CONCRETE PIPE M 250.0000 500.00 0.000 0.00 96 450 MM REINFORCED CONCRETE PIPE M 360.0000 10,800.00 14.600 5,256.00 97 600 MM REINFORCED CONCRETE PIPE M 250.0000 130,000.00 483.800 120,950.00 98 450 MM BITUMINOUS COATED CORRUGATED M 460.0000 5,520.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 99 525 MM BITUMINOUS COATED CORRUGATED M 365.0000 5,110.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 00 600 MM BITUMINOUS COATED CORRUGATED M 510.0000 1,020.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 01 450 MM BITUMINOUS COATED SLOTTED M 112.0000 222,880.00 945.900 105,940.80 CORRUGATED STEEL PIPE (2.01 MM THICK) 02 525 MM BITUMINOUS COATED SLOTTED M 150.0000 34,500.00 54.800 8,220.00 CORRUGATED STEEL PIPE (2.01 MM THICK) 03 600 MM BITUMINOUS COATED SLOTTED M 170.0000 51,000.00 0.000 0.00 CORRUGATED STEEL PIPE (2.01 MM THICK) PROGRAM CAS145 PAGE 5 DATE 06/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 12:49 PM ESTIMATE NO. 21 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/03 R.E. NAME: TEHRANI, ALIREZA DATE OF THIS ESTIMATE 06/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 180.0000 21,600.00 0.000 0.00 (1.63 MM THICK) 05 450 MM CORRUGATED STEEL PIPE RISER M 1,220.0000 14,640.00 9.700 11,834.00 (2.01 MM THICK) 06 300 MM BITUMINOUS COATED STEEL EA 300.0000 1,500.00 0.000 0.00 FLARED END SECTION 07 ROCK SLOPE PROTECTION M3 44.0000 220.00 0.000 0.00 (FACING, METHOD B) 08 MISCELLANEOUS IRON AND STEEL KG 1.0000 7,600.00 0.000 0.00 SF) 09 MISCELLANEOUS METAL (BRIDGE) KG 1.0000 840.00 420.000 420.00 SF) 10 METAL BEAM GUARD RAILING (WOOD POST) M 63.0000 105,210.00 243.840 15,361.92 S) 11 CONCRETE BARRIER (TYPE 25) M 150.0000 73,200.00 244.000 36,600.00 F) 12 TERMINAL SECTION (TYPE B) EA 65.0000 975.00 4.000 260.00 S) 13 TERMINAL SYSTEM (TYPE ET) EA 2,600.0000 23,400.00 3.000 7,800.00 S) 14 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 3,500.00 3.000 1,500.00 S) 15 CONCRETE BARRIER (TYPE 60) M 92.0000 56,120.00 0.000 0.00 16 CONCRETE BARRIER (TYPE 60S) M 85.0000 75,650.00 971.090 82,542.65 17 CONCRETE BARRIER (TYPE 60SC) M 106.0000 308,460.00 947.350 100,419.10 18 CONCRETE BARRIER (TYPE 60SE) M 412.0000 82,400.00 163.200 67,238.40 19 CONCRETE BARRIER (TYPE 60SAR) M 130.0000 13,910.00 0.000 0.00 F) 20 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 4,200.00 0.000 0.00 S) 21 THERMOPLASTIC TRAFFIC STRIPE M 0.8500 21,250.00 0.000 0.00 S) (SPRAYABLE) 22 PAINT TRAFFIC STRIPE (2-COAT) M 0.4500 8,910.00 0.000 0.00 S) 23 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 6,006.00 0.000 0.00 S) 24 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 5,692.50 0.000 0.00 S) 25 PAVEMENT MARKER EA 15.0000 10,500.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 26 LIGHTING AND SIGN ILLUMINATION LS 56,000.0000 56,000.00 0.280 15,680.00 0.827 46,312.00 S) 27 COMMUNICATION CONDUIT (BRIDGE) LS 42,000.0000 42,000.00 1.000 42,000.00 S) 28 MODIFY VEHICLE DETECTION SYSTEM LS 24,000.0000 24,000.00 0.445 10,680.00 S) (LOCATION 1) 29 MODIFY VEHICLE DETECTION SYSTEM LS 33,000.0000 33,000.00 0.551 18,183.00 S) (LOCATION 2) 30 MODIFY TRAFFIC OPERATION SYSTEM CABINET LS 15,000.0000 15,000.00 0.000 0.00 S) ASSEMBLY PROGRAM CAS145 PAGE 6 DATE 06/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 12:49 PM ESTIMATE NO. 21 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/03 R.E. NAME: TEHRANI, ALIREZA DATE OF THIS ESTIMATE 06/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 0.010 400.00 0.205 8,200.00 S) (LOCATION 1) 32 CLOSED CIRCUIT TELEVISION SYSTEM LS 27,000.0000 27,000.00 0.134 3,618.00 S) (LOCATION 2) 33 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 0.030 1,050.00 0.275 9,625.00 S) (LOCATION 3) 34 CLOSED CIRCUIT TELEVISION SYSTEM LS 31,000.0000 31,000.00 0.154 4,774.00 0.209 6,479.00 S) (LOCATION 4) 35 MODIFY RAMP METERING SYSTEM LS 30,000.0000 30,000.00 0.471 14,130.00 S) (LOCAITON 1) 36 MODIFY RAMP METERING SYSTEM LS 16,000.0000 16,000.00 0.464 7,424.00 S) (LOCATION 2) 37 MODIFY RAMP METERING SYSTEM LS 28,000.0000 28,000.00 0.253 7,084.00 S) (LOCATION 3) 38 MODIFY RAMP METERING SYSTEM LS 10,000.0000 10,000.00 0.480 4,800.00 S) (LOCATION 4) 39 MODIFY RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.351 8,775.00 S) (LOCATION 5) 40 MODIFY RAMP METERING SYSTEM LS 34,000.0000 34,000.00 0.062 2,108.00 S) (LCOATION 6) 41 MODIFY RAMP METERING SYSTEM LS 21,000.0000 21,000.00 0.402 8,442.00 0.402 8,442.00 S) (LOCATION 7) 42 MODIFY COMMUNICATION HUB ASSEMBLY LS 40,000.0000 40,000.00 0.000 0.00 S) 43 MODIFY TRANSPORTATION MANAGEMENT LS 28,000.0000 28,000.00 0.000 0.00 S) CENTER 44 SYSTEM TESTING AND DOCUMENTATION LS 40,000.0000 40,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 06/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 12:49 PM ESTIMATE NO. 21 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/03 R.E. NAME: TEHRANI, ALIREZA DATE OF THIS ESTIMATE 06/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 945,828.61 8,541,011.91 ADJUSTMENT OF COMPENSATION 38,570.45 96,272.47 EXTRA WORK 15,545.84 1,446,659.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 999,944.90 10,083,944.07 45 MOBILIZATION LS 1390,000.0000 1,390,000.00 1.000 1,390,000.00 ORIGINAL CONTRACT AMOUNT 14,972,760.50 TOTAL WORK COMPLETED 999,944.90 11,473,944.07 MATERIALS ON HAND ON SITE 43,923.51 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -13,516.01 TOTAL 999,944.90 11,504,351.57 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 11/07/01 680 11/23/01 11/23/01 01/06/04 339 49 17 29 71% 69% PROGRESS IS SATISFACTORY TEHRANI, ALIREZA RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 06/24/03