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 04/23/04 EST. NO.33 TIME 11:53 AM R.E. NAME: KWAN, KIN W. 07-117104 --------------------------------------------------------------------------- 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 0446 197.87 E.W. @ F.A.(+) 062702 N 564-10 043 0034 481.84 E.W. @ F.A.(+) 113002 N 605SU7 046 0013 15,956.24 E.W. @ F.A.(+) 100403 Y ST3 0 16,635.95 TOTAL THIS ESTIMATE 1,801,811.88 TOTAL PREVIOUS ESTIMATE 1,818,447.83 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 04/23/04 EST. NO.33 TIME 11:53 AM R.E. NAME: KWAN, KIN W. 07-117104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SEC10-1.12 17 MINS -4,800.00 09 SEC10-1.12 17MINS 4,800.00 10 SWPPP VIOLATION -10,000.00 14 SWPPP 10,000.00 15 LATE LANE CLOSURE -12,000.00 24 A.C. ADJUSTMENT -100,000.00 25 LANE CLOSURE 12,000.00 25 PCCP THICKNESS DEF -4,682.24 26 RETURN ADM EST #25 100,000.00 29 0.00 -4,682.24 EQUAL EMPLOYMENT OPPORTUNITY FHWA 1391 -10,000.00 14 FHWA 1391 10,000.00 17 0.00 0.00 LABOR COMPLIANCE VIOLATION VAR PRS -10,000.00 02 VAR PRS 1 -10,000.00 03 VAR PRS 2 -10,000.00 04 VAR PRS 3 -10,000.00 05 VAR PRS 4 -10,000.00 06 VAR PRS 10,000.00 07 VAR PRS 2 10,000.00 07 VAR PRS 3 10,000.00 07 VAR PRS 5 -10,000.00 07 VAR PRS 1 10,000.00 08 VAR PRS 3 -10,000.00 08 VAR PRS -10,000.00 09 VAR PRS 3 10,000.00 09 VAR PRS 4 10,000.00 09 VAR PRS 5 10,000.00 09 VAR PRS 1 -10,000.00 12 VAR PRS 10,000.00 14 VAR PRS 2 -10,000.00 14 VAR PRS -10,000.00 15 VAR PRS 3 -10,000.00 17 VAR PRS NOV -10,000.00 18 VAR PRS DEC -10,000.00 19 VAR PRS 1 10,000.00 19 VAR PRS 2 10,000.00 19 VAR PRS 3 10,000.00 19 VAR PRS 10,000.00 20 VAR PRS DEC 10,000.00 20 VAR PRS JAN -10,000.00 20 VAR PRS JAN 10,000.00 22 VAR PRS MAR -10,000.00 22 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 04/23/04 EST. NO.33 TIME 11:53 AM R.E. NAME: KWAN, KIN W. 07-117104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- VAR PRS APR -10,000.00 23 VAR PRS APR 10,000.00 24 VAR PRS JUN -10,000.00 25 VAR PRS MAR 10,000.00 26 VAR PRS NOV 10,000.00 26 GRANITE -2,665.50 28 VAR PAYROLLS JUNE 10,000.00 28 GRANITE 2,665.50 29 SEPT & NOV PAYROLL -1,000.00 32 0.00 -1,000.00 OVERBID ITEMS OVERBID ITEM NO. 145 -55,962.50 02 OVERBID ITEM NO. 145 -27,981.25 03 OVERBID ITEM NO. 145 -22,385.00 06 OVERBID ITEM NO. 145 -5,596.25 15 0.00 -111,925.00 TOTAL DEDUCTIONS 0.00 -117,607.24 PROGRAM CAS145 PAGE 1 DATE 04/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117104 TIME 11:53 AM ESTIMATE NO. 33 BID OPENING 06/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: KWAN, KIN W. DATE OF THIS ESTIMATE 04/23/04 LOCATION PROGRESS ESTIMATE 07-LA-14-44.0/R54.5 ----------------- GRANITE CONSTRUCTION COMPANY IN LOS ANGELES COUNTY NEAR PALMDALE P.O. BOX 50085 FROM 1.1 KM SOUTH OF ESCONDIDO WATSONVILLE, CA 95077-5085 CANYON ROAD TO VINCENT RAMP UNDER- CROSSING FED. AID NO. ACNH-P014(52)E WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 20,000.0000 20,000.00 1.000 20,000.00 02 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 1.000 10,000.00 PLAN 03 WATER POLLUTION CONTROL LS 200,000.0000 200,000.00 1.000 200,000.00 04 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.780 15,600.00 S) 05 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.977 390,800.00 S) 06 TEMPORARY SIGN POST EA 200.0000 200.00 0.000 0.00 07 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 4,800.00 1,258.000 6,290.00 S) 08 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,000.00 147.000 5,880.00 S) 09 TEMPORARY PAVEMENT MARKER EA 5.0000 700.00 0.000 0.00 S) 10 TEMPORARY RAILING (TYPE K) M 36.0000 1,224,000.00 34,291.800 1,234,504.80 S) 11 TEMPORARY CRASH CUSHION MODULE EA 350.0000 73,500.00 210.000 73,500.00 S) 12 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 137,000.00 147,787.890 147,787.89 13 REMOVE PAVEMENT MARKING M2 12.0000 1,080.00 70.220 842.64 14 REMOVE PAVEMENT MARKER EA 0.6500 5,525.00 26,110.000 16,971.50 15 REMOVE ROADSIDE SIGN EA 75.0000 825.00 9.000 675.00 16 REMOVE PIPE M 120.0000 1,800.00 14.800 1,776.00 17 REMOVE INLET EA 300.0000 3,600.00 8.000 2,400.00 18 REMOVE HEADWALL EA 300.0000 1,800.00 6.000 1,800.00 19 REMOVE DOWNDRAIN M 20.0000 5,400.00 262.500 5,250.00 20 SALVAGE DOUBLE THRIE BEAM BARRIER M 18.0000 46,080.00 2,560.000 46,080.00 21 SALVAGE METAL BEAM GUARD RAILING M 18.0000 4,680.00 193.000 3,474.00 22 RECONSTRUCT THRIE BEAM BARRIER M 70.0000 156,100.00 2,230.000 156,100.00 PROGRAM CAS145 PAGE 2 DATE 04/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117104 TIME 11:53 AM ESTIMATE NO. 33 BID OPENING 06/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: KWAN, KIN W. DATE OF THIS ESTIMATE 04/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RECONSTRUCT DOUBLE THRIE BEAM BARRIER M 50.0000 31,500.00 630.000 31,500.00 24 RECONSTRUCT METAL BEAM GUARD RAILING M 38.0000 14,440.00 228.480 8,682.24 25 RESET TEMPORARY CRASH CUSHION MODULE EA 10.0000 320.00 0.000 0.00 26 RELOCATE ROADSIDE SIGN EA 150.0000 300.00 2.000 300.00 27 RELOCATE SIGN STRUCTURE EA 5,000.4000 5,000.40 1.000 5,000.40 28 ADJUST INLET TO GRADE EA 1,100.0000 2,200.00 3.000 3,300.00 29 MODIFY INLET EA 1,700.0000 15,300.00 17.000 28,900.00 30 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 31 REMOVE CONCRETE (CHANNEL) M3 45.0000 7,650.00 193.000 8,685.00 32 REMOVE CONCRETE BARRIER M 12.0000 13,680.00 1,140.000 13,680.00 33 CAP INLET EA 800.0000 33,600.00 48.000 38,400.00 34 BRIDGE REMOVAL (PORTION), LOCATION A LS 6,000.0000 6,000.00 1.000 6,000.00 35 BRIDGE REMOVAL (PORTION), LOCATION B LS 13,000.0000 13,000.00 1.000 13,000.00 36 BRIDGE REMOVAL (PORTION), LOCATION C LS 12,000.0000 12,000.00 1.000 12,000.00 37 BRIDGE REMOVAL (PORTION), LOCATION D LS 12,000.0000 12,000.00 1.000 12,000.00 38 RESET TEMPORARY RAILING (TYPE K) M 9.0000 1,890.00 420.000 3,780.00 39 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000.00 40 ROADWAY EXCAVATION M3 12.5000 1,937,500.00 166,593.330 2,082,416.63 41 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 81,000.00 1,620.000 81,000.00 F) 42 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 96,000.00 960.094 96,009.40 F) 43 DITCH EXCAVATION M3 250.0000 3,000.00 11.100 2,775.00 44 HIGHWAY PLANTING LS 10,000.0000 10,000.00 0.100 1,000.00 0.100 1,000.00 S) 45 COMPOST (EROSION CONTROL) KG 1.1000 62,920.00 77,239.800 84,963.78 S) 46 STRAW (EROSION CONTROL) TONN 245.0000 31,850.00 95.880 23,490.60 S) 47 FIBER (EROSION CONTROL) KG 0.9000 13,770.00 20,869.080 18,782.17 S) 48 PURE LIVE SEED (EROSION CONTROL) KG 110.0000 47,300.00 543.420 59,776.20 S) 49 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 6,578.00 3,807.980 8,758.35 S) PROGRAM CAS145 PAGE 3 DATE 04/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117104 TIME 11:53 AM ESTIMATE NO. 33 BID OPENING 06/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: KWAN, KIN W. DATE OF THIS ESTIMATE 04/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 S) 51 AGGREGATE BASE (APPROACH SLAB) M3 170.0000 9,010.00 73.200 12,444.00 52 CLASS 3 AGGREGATE BASE M3 11.0000 671,000.00 64,341.000 707,751.00 53 LEAN CONCRETE BASE M3 60.0000 2,418,000.00 31,232.850 1,873,971.00 54 ASPHALT CONCRETE (TYPE B) TONN 100.0000 663,000.00 18,790.360 1,879,036.00 55 PLACE ASPHALT CONCRETE DIKE M 3.0000 65,700.00 21,855.290 65,565.87 56 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 11.0000 23,870.00 2,976.320 32,739.52 AREA) 57 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 58 CONCRETE PAVEMENT M3 80.0000 4,816,000.00 60,480.360 4,838,428.80 59 DOWEL (SMOOTH, EPOXY COATED) EA 3.1000 489,800.00 108,574.000 336,579.40 60 DRILL AND GROUT TIE BAR EA 6.6000 303,600.00 45,526.000 300,471.60 61 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 230.0000 343,390.00 1,485.300 341,619.00 S) PILING 62 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 159,000.00 530.000 159,000.00 F) 63 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 1,024,000.00 1,279.900 1,023,920.00 F) 64 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 225,000.00 300.000 225,000.00 F) (TYPE N) 65 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 442,000.00 520.000 442,000.00 F) (TYPE R) 66 CLASS 1 CONCRETE (BOX CULVERT) M3 730.0000 219,000.00 232.490 169,717.70 67 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 399,000.00 267.730 401,595.00 F) 68 MINOR CONCRETE (PIPE ENCASEMENT) M3 170.0000 5,610.00 35.040 5,956.80 69 MINOR CONCRETE (BACKFILL) M3 170.0000 11,900.00 45.730 7,774.10 70 PAVING NOTCH EXTENSION M3 6,400.0000 121,600.00 19.300 123,520.00 71 DRILL AND BOND DOWEL M 160.0000 5,280.00 33.200 5,312.00 72 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,200.0000 187,200.00 36.000 187,200.00 S) GIRDER (10 M - 15 M) 73 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 92,400.00 12.000 92,400.00 S) GIRDER (15 M - 20 M) 74 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,000.0000 72,000.00 6.000 72,000.00 S) GIRDER (20 M - 25 M) 75 ERECT PRECAST PRESTRESSED CONCRETE EA 625.0000 33,750.00 54.000 33,750.00 S) GIRDER 76 JOINT SEAL (MR 30 MM) M 150.0000 30,000.00 200.000 30,000.00 S) PROGRAM CAS145 PAGE 4 DATE 04/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117104 TIME 11:53 AM ESTIMATE NO. 33 BID OPENING 06/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: KWAN, KIN W. DATE OF THIS ESTIMATE 04/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 JOINT SEAL (MR 15 MM) M 110.0000 7,810.00 71.000 7,810.00 S) 78 BAR REINFORCING STEEL KG 1.3000 48,778.60 37,522.000 48,778.60 SF) 79 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 256,050.00 176,293.700 264,440.55 SF) 80 BAR REINFORCING STEEL (EPOXY COATED) KG 1.5500 203,670.00 137,890.000 213,729.50 SF)(BRIDGE) 81 SHOTCRETE M3 300.0000 4,500.00 0.000 0.00 S) 82 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 127,995.00 25,599.000 127,995.00 F) 83 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 25,599.00 25,599.000 25,599.00 F) 84 760 MM CAST-IN-DRILLED-HOLE M 700.0000 4,900.00 3.000 2,100.00 S) CONCRETE PILE (SIGN FOUNDATION) 85 920 MM CAST-IN-DRILLED-HOLE M 800.0000 32,000.00 40.000 32,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 86 METAL (BARRIER MOUNTED SIGN) KG 3.0000 2,220.00 1,295.000 3,885.00 87 ROADSIDE SIGN - ONE POST EA 175.0000 13,475.00 73.000 12,775.00 88 ROADSIDE SIGN - TWO POST EA 500.0000 2,000.00 3.000 1,500.00 89 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 675.00 13.000 975.00 METHOD) 90 INSTALL ROADSIDE SIGN EA 6,000.0000 6,000.00 1.000 6,000.00 (LAMINATED WOOD BOX POST) 91 450 MM ALTERNATIVE PIPE CULVERT M 110.0000 127,600.00 1,134.480 124,792.80 92 600 MM ALTERNATIVE PIPE CULVERT M 210.0000 27,300.00 156.400 32,844.00 93 300 MM PLASTIC PIPE M 48.0000 5,760.00 120.840 5,800.32 94 450 MM REINFORCED CONCRETE PIPE M 390.0000 3,510.00 12.520 4,882.80 95 600 MM REINFORCED CONCRETE PIPE M 400.0000 6,000.00 7.800 3,120.00 96 675 MM REINFORCED CONCRETE PIPE M 500.0000 1,000.00 1.500 750.00 97 900 MM REINFORCED CONCRETE PIPE M 550.0000 3,300.00 0.000 0.00 98 1050 MM REINFORCED CONCRETE PIPE M 600.0000 1,200.00 1.300 780.00 99 1200 MM REINFORCED CONCRETE PIPE M 700.0000 2,800.00 3.300 2,310.00 00 600 MM CORRUGATED STEEL PIPE M 200.0000 6,000.00 72.000 14,400.00 (2.01 MM THICK) 01 750 MM CORRUGATED STEEL PIPE M 350.0000 4,200.00 16.500 5,775.00 (2.01 MM THICK) 02 1200 MM CORRUGATED STEEL PIPE M 500.0000 2,000.00 4.180 2,090.00 (2.01 MM THICK) 03 80 MM PLASTIC PIPE (EDGE DRAIN) M 40.0000 20,400.00 510.000 20,400.00 PROGRAM CAS145 PAGE 5 DATE 04/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117104 TIME 11:53 AM ESTIMATE NO. 33 BID OPENING 06/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: KWAN, KIN W. DATE OF THIS ESTIMATE 04/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 80.0000 5,600.00 50.000 4,000.00 05 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 190.0000 74,100.00 326.900 62,111.00 (2.01 MM THICK) 06 300 MM ENTRANCE TAPER EA 390.0000 13,650.00 35.000 13,650.00 07 900 MM CORRUGATED STEEL PIPE RISER M 1,000.0000 7,000.00 6.580 6,580.00 (2.01 MM THICK) 08 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 175.0000 7,700.00 177.940 31,139.50 09 ROCK SLOPE PROTECTION M3 175.0000 7,875.00 37.000 6,475.00 (FACING, METHOD B) 10 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 175.0000 6,300.00 35.600 6,230.00 11 SLOPE PAVING (CONCRETE) M3 500.0000 37,500.00 70.800 35,400.00 F) 12 ROCK SLOPE PROTECTION FABRIC M2 10.0000 4,500.00 663.200 6,632.00 13 MISCELLANEOUS IRON AND STEEL KG 1.0000 25,809.00 26,407.000 26,407.00 SF) 14 INSTALL MEDIAN MILEAGE PANEL EA 60.0000 7,200.00 120.000 7,200.00 15 METAL BEAM GUARD RAILING M 50.0000 4,500.00 163.290 8,164.50 S) 16 CONCRETE BARRIER (TYPE 25) M 85.0000 35,870.00 422.000 35,870.00 F) 17 SINGLE THRIE BEAM BARRIER (WOOD POST) M 46.0000 349,600.00 7,981.000 367,126.00 S) 18 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 70.0000 24,500.00 3,393.000 237,510.00 S) 19 CABLE RAILING M 30.0000 6,600.00 217.600 6,528.00 S) 20 CABLE ANCHOR ASSEMBLY EA 550.0000 13,200.00 16.000 8,800.00 S) (BREAKAWAY, TYPE B) 21 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 50,400.00 13.000 23,400.00 S) 22 CRASH CUSHION, SAND FILLED EA 6,000.0000 6,000.00 0.000 0.00 S) 23 CONCRETE BARRIER (TYPE 60) M 130.0000 162,500.00 476.300 61,919.00 24 CONCRETE BARRIER (TYPE 60W MODIFIED) M 320.0000 774,400.00 2,258.600 722,752.00 25 CONCRETE BARRIER (TYPE 60C) M 160.0000 14,400.00 979.100 156,656.00 26 CONCRETE BARRIER (TYPE 60E) M 480.0000 115,200.00 241.000 115,680.00 27 PAINT TRAFFIC STRIPE (1-COAT) M 0.3500 37,800.00 118,882.410 41,608.84 S) 28 PAINT TRAFFIC STRIPE (2-COAT) M 0.3500 74,900.00 165,072.000 57,775.20 S) 29 PAINT PAVEMENT MARKING (1-COAT) M2 20.0000 700.00 35.130 702.60 S) 30 PAINT PAVEMENT MARKING (2-COAT) M2 15.0000 8,700.00 437.380 6,560.70 S) PROGRAM CAS145 PAGE 6 DATE 04/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117104 TIME 11:53 AM ESTIMATE NO. 33 BID OPENING 06/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: KWAN, KIN W. DATE OF THIS ESTIMATE 04/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PAVEMENT MARKER (REFLECTIVE) EA 2.5000 13,525.00 6,555.000 16,387.50 S) 32 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 14.5000 218,950.00 14,533.000 210,728.50 S) 33 MODIFY TRAFFIC MONITORING STATION LS 5,000.0000 5,000.00 1.000 5,000.00 S) (COUNT) 34 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 35 TRAFFIC MONITORING STATION (LOCATION 2) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 36 TRAFFIC MONITORING STATION (LOCATION 3) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 37 TRAFFIC MONITORING STATION (LOCATION 4) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 38 TRAFFIC MONITORING STATION (LOCATION 5) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 39 TRAFFIC MONITORING STATION (LOCATION 6) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 40 TRAFFIC MONITORING STATION (LOCATION 7) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 41 TRAFFIC MONITORING STATION (LOCATION 8) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 42 TRAFFIC MONITORING STATION (LOCATION 9) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 43 MODIFY LIGHTING AND SIGN ILLUMINATION LS 10,000.0000 10,000.00 1.000 10,000.00 S) 44 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 3,030.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 04/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117104 TIME 11:53 AM ESTIMATE NO. 33 BID OPENING 06/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/04 R.E. NAME: KWAN, KIN W. DATE OF THIS ESTIMATE 04/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,000.00 22,041,209.30 ADJUSTMENT OF COMPENSATION 0.00 401,208.52 EXTRA WORK 16,635.95 1,417,239.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 17,635.95 23,859,657.13 45 MOBILIZATION LS 2471,000.0000 2,471,000.00 1.000 2,471,000.00 ORIGINAL CONTRACT AMOUNT 23,590,750.00 TOTAL WORK COMPLETED 17,635.95 26,330,657.13 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -117,607.24 TOTAL 17,635.95 26,213,049.89 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 145 MOBILIZATION 2,359,075.00 2,471,000.00 111,925.00 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 07/24/00 720 09/06/00 08/08/00 09/30/04 576 93 14 16 97% 91% PROGRESS IS SATISFACTORY KWAN, KIN W. RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 04/23/04