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 08/25/03 EST. NO.06 TIME 12:07 PM R.E. NAME: HORMOZI, IRAJ 07-187204 --------------------------------------------------------------------------- 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 0028 638.80 E.W. @ F.A.(+) 050503 N 25 0 0029 127.87 052203 N 26 0 0030 287.73 052103 N 28 0 0031 490.97 052203 N 30 0 002 0001 -371.73 A.C. @ U.P.(-) 052103 N 2-1 0 0002 5,355.89 A.C. @ U.P.(+) 071403 N 914777 006 0005 897.69 E.W. @ F.A.(+) 062703 N TAFT 0 0006 901.97 063003 N TAFT-6 018 0004 847.44 E.W. @ F.A.(+) 061603 N 87 0 0005 1,921.45 061603 N 71 0 0006 374.09 061103 N 63 0 0007 739.29 061003 N 61 0 0008 2,433.85 061203 N 60 0 14,645.31 TOTAL THIS ESTIMATE 32,697.82 TOTAL PREVIOUS ESTIMATE 47,343.13 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 08/25/03 EST. NO.06 TIME 12:07 PM R.E. NAME: HORMOZI, IRAJ 07-187204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE TRAVEL -5,000.00 05 0.00 -5,000.00 LABOR COMPLIANCE VIOLATION SUD, TAFT -10,000.00 04 SUB -10,000.00 05 0.00 -20,000.00 OVERBID ITEMS OVERBID ITEM NO. 048 -4,000.00 02 OVERBID ITEM NO. 050 -6,600.00 02 0.00 -10,600.00 TOTAL DEDUCTIONS 0.00 -35,600.00 PROGRAM CAS145 PAGE 1 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 12:07 PM ESTIMATE NO. 06 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 08/25/03 LOCATION PROGRESS ESTIMATE 07-LA-126-R5.7/R6.4 ----------------- SECURITY PAVING COMPANY INC IN LOS ANGELES COUNTY IN SANTA P O BOX 1489 CLARITA AT VARIOUS LOCATIONS SUN VALLEY CA 913531489 FED. AID NO. ACNH-P126(47)N ,ACNH-005 -3(38)N ,I-005 -3(38)N WIDEN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 02 TIME-RELATED OVERHEAD WDAY 1,100.0000 495,000.00 22.000 24,200.00 116.000 127,600.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 14,250.00 877.830 13,167.45 S) 04 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.071 284.00 0.258 1,032.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 215,000.0000 215,000.00 0.071 15,265.00 0.260 55,900.00 06 CONSTRUCTION AREA SIGNS LS 47,000.0000 47,000.00 0.100 4,700.00 0.800 37,600.00 S) 07 TRAFFIC CONTROL SYSTEM LS 225,000.0000 225,000.00 0.050 11,250.00 0.300 67,500.00 S) 08 TYPE III BARRICADE EA 96.0000 3,168.00 4.000 384.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 16.0500 1,235.85 45.860 736.05 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4800 33,744.00 33,002.990 15,841.44 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 16,960.00 61.000 1,952.00 199.000 6,368.00 S) 12 TEMPORARY PAVEMENT MARKER EA 3.2000 20,032.00 5,487.000 17,558.40 S) 13 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,500.0000 3,000.00 0.000 0.00 S) 14 TEMPORARY RAILING (TYPE K) M 28.0000 565,600.00 225.700 6,319.60 8,081.120 226,271.36 S) 15 TEMPORARY CRASH CUSHION MODULE EA 180.0000 120,600.00 14.000 2,520.00 269.000 48,420.00 S) 16 TEMPORARY CRASH CUSHION (REACT 9SCBS) EA 20,500.0000 41,000.00 1.000 20,500.00 S) 17 ABANDON CULVERT EA 2,355.0000 7,065.00 4.000 9,420.00 18 REMOVE FENCE (TYPE BW) M 8.0000 14,960.00 782.420 6,259.36 S) 19 REMOVE CHAIN LINK FENCE M 8.0000 20,480.00 2,315.060 18,520.48 S) 20 REMOVE METAL BEAM GUARD RAILING M 15.0000 13,200.00 23.410 351.15 568.660 8,529.90 S) 21 REMOVE SINGLE METAL BEAM BARRIER M 16.5000 4,620.00 274.860 4,535.19 274.860 4,535.19 S) 22 REMOVE DOUBLE METAL BEAM BARRIER M 20.0000 5,600.00 278.620 5,572.40 278.620 5,572.40 S) PROGRAM CAS145 PAGE 2 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 12:07 PM ESTIMATE NO. 06 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FLARED END SECTION EA 200.0000 200.00 0.000 0.00 24 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.3400 13,252.60 1,728.090 2,315.64 S) 25 REMOVE PAINTED TRAFFIC STRIPE M 1.1800 72,098.00 8,119.250 9,580.72 S) 26 REMOVE PAINTED PAVEMENT MARKING M2 16.0500 2,889.00 93.420 1,499.39 S) 27 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2300 17,220.00 7,183.330 8,835.50 S) 28 REMOVE PAVEMENT MARKER EA 0.7500 7,650.00 6,500.000 4,875.00 S) 29 REMOVE ROADSIDE SIGN EA 110.0000 5,060.00 2.000 220.00 30 REMOVE SIGN STRUCTURE EA 4,550.0000 18,200.00 0.000 0.00 S) 31 REMOVE SIGN PANEL EA 430.0000 860.00 0.000 0.00 32 REMOVE PIPE M 50.0000 15,000.00 2.100 105.00 105.276 5,263.80 33 REMOVE INLET EA 490.0000 7,840.00 10.000 4,900.00 34 REMOVE HEADWALL M3 200.0000 4,600.00 9.950 1,990.00 35 REMOVE CONCRETE PAVEMENT M2 4.5000 4,635.00 0.000 0.00 36 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 750.0000 6,750.00 0.000 0.00 37 REMOVE BASE AND SURFACING M3 13.0000 67,600.00 5,135.000 66,755.00 38 SALVAGE METAL BRIDGE RAILING M 16.0000 11,232.00 56.500 904.00 464.000 7,424.00 39 RELOCATE ROADSIDE SIGN-ONE POST EA 240.0000 4,560.00 1.000 240.00 40 RELOCATE ROADSIDE SIGN-TWO POST EA 695.0000 6,950.00 4.000 2,780.00 41 ADJUST INLET EA 1,150.0000 1,150.00 1.000 1,150.00 1.000 1,150.00 42 REMOVE CONCRETE (CURB AND GUTTER) M 6.5000 21,255.00 0.000 0.00 43 REMOVE CONCRETE (CHANNEL) M3 55.0000 6,600.00 0.000 0.00 44 CAP INLET EA 850.0000 3,400.00 3.000 2,550.00 45 REMOVE CRASH CUSHION (SAND FILLED) EA 750.0000 2,250.00 3.000 2,250.00 46 BRIDGE REMOVAL LS 227,000.0000 227,000.00 0.500 113,500.00 47 BRIDGE REMOVAL (PORTION) LS 23,500.0000 23,500.00 0.230 5,405.00 0.980 23,030.00 48 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 0.250 6,250.00 49 ROADWAY EXCAVATION M3 5.1500 424,875.00 -220.000 -1,133.00 79,334.000 408,570.10 PROGRAM CAS145 PAGE 3 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 12:07 PM ESTIMATE NO. 06 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 LEAD COMPLIANCE PLAN LS 11,000.0000 11,000.00 1.000 11,000.00 51 STRUCTURE EXCAVATION (BRIDGE) M3 21.4500 51,158.25 138.750 2,976.19 138.750 2,976.19 F) 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.7500 78,175.00 5,300.000 78,175.00 F) 53 STRUCTURE BACKFILL (BRIDGE) M3 62.0000 85,250.00 0.000 0.00 F) 54 STRUCTURE BACKFILL (RETAINING WALL) M3 21.0000 182,700.00 297.000 6,237.00 F) 55 PERVIOUS BACKFILL MATERIAL (RETAINING M3 85.0000 13,600.00 0.000 0.00 WALL) 56 SAND BACKFILL M3 100.0000 800.00 11.040 1,104.00 57 IMPORTED BORROW M3 7.5500 597,960.00 72,989.000 551,066.95 58 STRAW (EROSION CONTROL) TONN 375.0000 41,250.00 0.000 0.00 S) 59 FIBER (EROSION CONTROL) KG 0.6400 7,296.00 0.000 0.00 S) 60 COMPOST (EROSION CONTROL) KG 0.5400 32,562.00 0.000 0.00 S) 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,070.0000 6,420.00 0.000 0.00 S) 62 PURE LIVE SEED (EROSION CONTROL) KG 134.0000 100,500.00 0.000 0.00 S) 63 250 MM CORRUGATED HIGH DENSITY M 170.0000 57,800.00 45.600 7,752.00 87.500 14,875.00 S) POLYETHYLENE PIPE CONDUIT 64 CLASS 2 AGGREGATE BASE M3 22.4000 418,880.00 238.000 5,331.20 13,041.000 292,118.40 65 AGGREGATE BASE (APPROACH SLAB) M3 200.0000 2,600.00 0.000 0.00 66 LEAN CONCRETE BASE M3 93.5000 448,800.00 240.000 22,440.00 1,821.150 170,277.53 67 ASPHALT CONCRETE (TYPE B) TONN 50.0000 1,255,000.00 62.240 3,112.00 8,682.150 434,107.50 68 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 2.2500 11,272.50 426.600 959.85 426.600 959.85 AREA) 69 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.8000 2,958.00 0.000 0.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.8000 696.00 0.000 0.00 71 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.8000 440.80 0.000 0.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.8000 6,322.00 0.000 0.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.8000 2,204.00 0.000 0.00 74 CONCRETE PAVEMENT M3 150.0000 1,248,000.00 416.000 62,400.00 3,035.100 455,265.00 75 GRIND EXISTING CONCRETE M2 10.4500 27,170.00 1,718.400 17,957.28 S) PAVEMENT 76 FURNISH PILING (CLASS 900) M 32.0000 220,342.40 176.000 5,632.00 176.000 5,632.00 PROGRAM CAS145 PAGE 4 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 12:07 PM ESTIMATE NO. 06 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE PILE (CLASS 900) EA 2,160.0000 965,520.00 0.000 0.00 S) 78 FURNISH PILING (CLASS 400) M 26.7500 89,933.50 0.000 0.00 79 DRIVE PILE (CLASS 400) EA 1,508.0000 334,776.00 0.000 0.00 S) 80 PRESTRESSING CAST-IN-PLACE CONCRETE LS 283,000.0000 283,000.00 0.000 0.00 S) 81 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 310.0000 175,770.00 0.000 0.00 F) 82 STRUCTURAL CONCRETE, BRIDGE M3 398.0000 1,896,470.00 0.000 0.00 F) 83 STRUCTURAL CONCRETE, RETAINING WALL M3 430.0000 309,600.00 34.890 15,002.70 46.640 20,055.20 F) 84 STRUCTURAL CONCRETE, APPROACH SLAB M3 415.0000 185,505.00 0.000 0.00 F) (TYPE N) 85 STRUCTURAL CONCRETE, APPROACH SLAB M3 575.0000 74,750.00 0.000 0.00 F) (TYPE R) 86 MINOR CONCRETE (MINOR STRUCTURE) M3 915.0000 171,105.00 11.950 10,934.25 27.610 25,263.15 F) 87 MINOR CONCRETE (BACKFILL) M3 400.0000 360.00 0.930 372.00 88 PAVING NOTCH EXTENSION M3 3,200.0000 9,600.00 0.000 0.00 89 FRACTURED RIB TEXTURE M2 53.0000 33,390.00 0.000 0.00 90 DRILL AND BOND DOWEL M 45.0000 1,575.00 0.000 0.00 91 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,190.0000 155,700.00 0.000 0.00 S) GIRDER (10 M - 15 M) 92 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,345.0000 125,175.00 0.000 0.00 S) GIRDER (25 M - 30 M) 93 ERECT PRECAST PRESTRESSED CONCRETE EA 1,665.0000 74,925.00 0.000 0.00 S) GIRDER 94 CORE CONCRETE (151 MM - 200 MM) M 150.0000 12,750.00 0.000 0.00 S) 95 JOINT SEAL (MR 15 MM) M 200.0000 21,600.00 0.000 0.00 S) 96 JOINT SEAL ASSEMBLY (MR 70 MM) M 275.0000 15,950.00 0.000 0.00 S) 97 JOINT SEAL (MR 50 MM) M 220.0000 12,320.00 0.000 0.00 S) 98 BAR REINFORCING STEEL (BRIDGE) KG 1.3100 1,002,150.00 0.000 0.00 SF) 99 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 81,000.00 3,525.000 5,287.50 SF) 00 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.3500 47,636.40 0.000 0.00 F) 01 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.6800 23,862.72 0.000 0.00 SF) 02 FURNISH SIGN STRUCTURE (TRUSS) KG 6.1500 311,448.30 0.000 0.00 F) 03 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0700 54,186.94 0.000 0.00 SF) PROGRAM CAS145 PAGE 5 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 12:07 PM ESTIMATE NO. 06 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 760 MM CAST-IN-DRILLED-HOLE M 800.0000 3,200.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 05 920 MM CAST-IN-DRILLED-HOLE M 725.0000 47,125.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 06 ROADSIDE SIGN - ONE POST EA 332.0000 11,952.00 0.000 0.00 07 ROADSIDE SIGN - TWO POST EA 555.0000 4,440.00 0.000 0.00 08 ROADSIDE SIGN EA 107.0000 321.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 09 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 3,400.00 0.000 0.00 10 450 MM ALTERNATIVE PIPE CULVERT M 180.0000 7,740.00 42.900 7,722.00 42.900 7,722.00 11 600 MM ALTERNATIVE PIPE CULVERT M 211.0000 46,420.00 153.100 32,304.10 12 750 MM ALTERNATIVE PIPE CULVERT M 250.0000 40,000.00 3.100 775.00 13 900 MM ALTERNATIVE PIPE CULVERT M 310.0000 29,450.00 94.200 29,202.00 14 300 MM BITUMINOUS COATED CORRUGATED M 167.0000 1,503.00 1.400 233.80 9.100 1,519.70 STEEL PIPE (1.63 MM THICK) 15 450 MM BITUMINOUS COATED CORRUGATED M 188.0000 5,640.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 16 600 MM BITUMINOUS COATED CORRUGATED M 197.0000 59,100.00 83.200 16,390.40 STEEL PIPE (1.63 MM THICK) 17 900 MM BITUMINOUS COATED CORRUGATED M 260.0000 5,200.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 18 100 MM PLASTIC PIPE (EDGE DRAIN) M 190.0000 532.00 2.800 532.00 19 450 MM ENTRANCE TAPER EA 300.0000 1,500.00 0.000 0.00 20 GRATED LINE DRAIN M 241.0000 20,244.00 18.000 4,338.00 18.000 4,338.00 21 450 MM STEEL FLARED END SECTION EA 215.0000 1,290.00 1.000 215.00 1.000 215.00 22 600 MM STEEL FLARED END SECTION EA 320.0000 1,920.00 1.000 320.00 23 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 175.0000 2,450.00 0.000 0.00 24 ROCK SLOPE PROTECTION M3 90.0000 37,800.00 0.000 0.00 (FACING, METHOD B) 25 ROCK SLOPE PROTECTION M3 97.0000 15,520.00 0.000 0.00 (BACKING NO. 3, METHOD B) 26 SLOPE PAVING (CONCRETE) M3 480.0000 90,240.00 0.000 0.00 F) 27 MINOR CONCRETE (CHANNEL LINING) M3 440.0000 48,400.00 52.950 23,298.00 28 MINOR CONCRETE (GUTTER LINING) M3 500.0000 9,000.00 0.000 0.00 29 ROCK SLOPE PROTECTION FABRIC M2 2.5000 3,875.00 0.000 0.00 30 MISCELLANEOUS IRON AND STEEL KG 1.7700 10,152.72 1,628.000 2,881.56 1,628.000 2,881.56 SF) PROGRAM CAS145 PAGE 6 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 12:07 PM ESTIMATE NO. 06 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CHAIN LINK FENCE (TYPE CL-1.8) M 28.0000 101,640.00 455.000 12,740.00 1,537.420 43,047.76 S) 32 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 510.0000 2,550.00 2.000 1,020.00 2.000 1,020.00 S) 33 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,045.0000 1,045.00 1.000 1,045.00 1.000 1,045.00 S) 34 DELINEATOR (CLASS 1) EA 30.0000 5,400.00 0.000 0.00 35 METAL BEAM GUARD RAILING (WOOD POST) M 52.0000 60,320.00 83.820 4,358.64 453.390 23,576.28 S) 36 CONCRETE BARRIER (TYPE K) M 68.0000 19,720.00 0.000 0.00 37 SINGLE THRIE BEAM BARRIER (STEEL POST) M 65.7000 60,444.00 576.000 37,843.20 576.000 37,843.20 S) 38 CABLE RAILING M 43.6500 4,103.10 0.000 0.00 S) 39 TERMINAL SECTION (TYPE B) EA 305.0000 1,830.00 1.000 305.00 1.000 305.00 S) 40 END SECTION EA 209.0000 627.00 0.000 0.00 S) 41 TERMINAL SYSTEM (TYPE ET) EA 2,410.0000 2,410.00 0.000 0.00 S) 42 TERMINAL SYSTEM (TYPE SRT) EA 1,340.0000 16,080.00 1.000 1,340.00 4.000 5,360.00 S) 43 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 620.0000 6,200.00 3.000 1,860.00 S) 44 CRASH CUSHION, SAND FILLED EA 5,300.0000 10,600.00 0.000 0.00 S) 45 CRASH CUSHION (REACT 9SCBS) EA 41,900.0000 125,700.00 0.000 0.00 S) 46 CONCRETE BARRIER (TYPE 60) M 98.0000 76,440.00 140.000 13,720.00 140.000 13,720.00 47 CONCRETE BARRIER (TYPE 60A) M 98.0000 33,261.20 0.000 0.00 48 CONCRETE BARRIER (TYPE 60E) M 450.0000 18,000.00 0.000 0.00 49 CONCRETE BARRIER (TYPE 732 MODIFIED) M 365.0000 146,000.00 0.000 0.00 F) 50 THERMOPLASTIC PAVEMENT MARKING M2 28.9000 9,826.00 0.000 0.00 S) 51 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 14,210.00 0.000 0.00 S) 52 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.6800 9,487.20 0.000 0.00 S) 53 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 2,928.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 54 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6400 12,032.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6400 1,721.60 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 56 PAINT TRAFFIC STRIPE (2-COAT) M 1.0700 278.20 0.000 0.00 S) 57 PAINT PAVEMENT MARKING (2-COAT) M2 16.0500 4,173.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 12:07 PM ESTIMATE NO. 06 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0700 3,980.40 0.000 0.00 S) 59 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6200 7,912.40 0.000 0.00 S) 60 SIGNAL AND LIGHTING (LOCATION 1) LS 82,400.0000 82,400.00 0.000 0.00 S) 61 SIGNAL AND LIGHTING (LOCATION 2) LS 80,250.0000 80,250.00 0.100 8,025.00 0.100 8,025.00 S) 62 LIGHTING (BRIDGE ROUTE 126/5 SEPARATION) LS 20,000.0000 20,000.00 0.000 0.00 S) 63 LIGHTING AND SIGN ILLUMINATION (MODIFY) LS 441,000.0000 441,000.00 0.100 44,100.00 0.250 110,250.00 S) 64 TRAFFIC MONITORING STATION (LOCATION 1) LS 60,700.0000 60,700.00 0.000 0.00 S) 65 TRAFFIC MONITORING STATION (LOCATION 2) LS 83,500.0000 83,500.00 0.000 0.00 S) 66 TRAFFIC MONITORING STATION (LOCATION 3) LS 63,800.0000 63,800.00 0.150 9,570.00 S) 67 CLOSED CIRCUIT TELEVISION SYSTEM LS 61,500.0000 61,500.00 0.000 0.00 S) 68 MODIFY LIGHTING LS 6,300.0000 6,300.00 0.000 0.00 S) (BRIDGE FRONTAGE ROAD UNDERCROSSING) 69 WORK AT TRAFFIC MANAGEMENT CENTER LS 32,400.0000 32,400.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 08/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-187204 TIME 12:07 PM ESTIMATE NO. 06 BID OPENING 12/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: HORMOZI, IRAJ DATE OF THIS ESTIMATE 08/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 359,807.73 3,834,794.73 ADJUSTMENT OF COMPENSATION 4,984.16 4,984.16 EXTRA WORK 9,661.15 42,358.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 374,453.04 3,882,137.86 70 MOBILIZATION LS 510,000.0000 510,000.00 0.950 484,500.00 ORIGINAL CONTRACT AMOUNT 16,968,541.08 TOTAL WORK COMPLETED 374,453.04 4,366,637.86 MATERIALS ON HAND ON SITE 11,845.76 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -35,600.00 TOTAL 374,453.04 4,342,883.62 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 048 CLEARING AND GRUBBING 9,000.00 25,000.00 16,000.00 050 LEAD COMPLIANCE PLAN 4,400.00 11,000.00 6,600.00 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 02/16/03 450 03/12/03 03/05/03 12/24/03 116 2 0 0 25% 26% PROGRESS IS SATISFACTORY HORMOZI, IRAJ RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 08/25/03