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 09/23/05 EST. NO.44 TIME 07:13 AM R.E. NAME: YII, JAMES 12-013314 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 073 0001 90,221.85 A.C. @ L.S.(+) 092105 N 1 0 90,221.85 TOTAL THIS ESTIMATE 2,050,439.37 TOTAL PREVIOUS ESTIMATE 2,140,661.22 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 09/23/05 EST. NO.44 TIME 07:13 AM R.E. NAME: YII, JAMES 12-013314 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NONCOMPLIANCE WITH -20,000.00 12 NON-COMPL SP 5.1.13 20,000.00 14 NONCOMP MAINTENANCE -10,000.00 24 COMP OF MAINTENANCE 10,000.00 42 0.00 0.00 LABOR COMPLIANCE VIOLATION UNSATIS. PAYROLL -5,000.00 11 RET UNSTIS. PAYROLLS 5,000.00 12 UNSAT.PAYROLL -5,000.00 13 UNSATIS. PAYROLL -10,000.00 16 RETURN DEDUCTION 15,000.00 23 RET. UNSAT. PAYROLL -9,476.56 29 RET. UNSAT. PAYROLLS 9,476.56 30 0.00 0.00 LIQUIDATED DAMAGES 10 DAYS @ 1,200.00 -12,000.00 38 RET. LD DEDUCTION 12,000.00 41 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 161 -27,690.76 03 OVERBID ITEM NO. 161 -13,845.38 04 OVERBID ITEM NO. 161 -11,076.31 05 OVERBID ITEM NO. 161 -2,769.08 09 OVERBID ITEM NO. 161 55,381.53 36 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013314 TIME 07:13 AM ESTIMATE NO. 44 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/02 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 09/23/05 LOCATION FINAL ESTIMATE 12-ORA-55-12.7/13.4 -------------- BRUTOLO ENGR & CONST., INC. IN ORANGE COUNTY NEAR ORANGE, SANTA VICTOR ARRIGO-SUPERINTENDENT ANA AND TUSTIN ON RTE 22 FROM 0.2 P.O. BOX 429 KM E OF GLASSEL ST UC TO RTE 55 AND FONTANA, CA 92334 ON RTE 55 FORM 0.1 KM S OF FAIR- HAVEN OC TO 0.2 N OF LA VETA AVE OC FED. AID NO. ACNH-X059(29)E WIDEN FREEWAY AND CONSTRUCT BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 25,000.0000 25,000.00 1.000 25,000.00 02 TEMPORARY FENCE (TYPE CL-1.8) M 13.0000 31,200.00 2,482.000 32,266.00 03 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000.00 PLAN 04 WATER POLLUTION CONTROL LS 48,000.0000 48,000.00 1.000 48,000.00 05 CONSTRUCTION AREA SIGNS LS 95,000.0000 95,000.00 1.000 95,000.00 S) 06 TYPE III BARRICADE EA 90.0000 4,590.00 77.000 6,930.00 07 TEMPORARY PAVEMENT MARKING (PAINT) M2 33.0000 1,023.00 83.060 2,740.98 S) 08 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 30,600.00 35,049.000 35,049.00 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 8,500.00 325.000 16,250.00 10 TEMPORARY PAVEMENT MARKER EA 4.0000 1,840.00 3,466.000 13,864.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN EA 13,000.0000 39,000.00 3.000 39,000.00 12 TEMPORARY RAILING (TYPE K) M 24.0000 189,840.00 9,265.000 222,360.00 13 TEMPORARY CRASH CUSHION MODULE EA 300.0000 54,000.00 310.000 93,000.00 S) 14 TEMPORARY TRAFFIC SCREEN M 5.5000 43,505.00 8,249.000 45,369.50 S) 15 REMOVE FENCE M 10.0000 37,800.00 4,197.000 41,970.00 16 REMOVE METAL BEAM GUARD RAILING M 20.0000 20,800.00 1,091.000 21,820.00 17 REMOVE TRAFFIC STRIPE M 2.0000 52,600.00 42,716.000 85,432.00 18 REMOVE PAVEMENT MARKER EA 1.0000 990.00 6,017.000 6,017.00 19 REMOVE ROADSIDE SIGN EA 200.0000 2,400.00 12.000 2,400.00 20 REMOVE SIGN STRUCTURE EA 3,000.0000 15,000.00 5.000 15,000.00 21 REMOVE SIGN PANEL EA 2,000.0000 6,000.00 3.000 6,000.00 22 REMOVE ASPHALT CONCRETE DIKE M 1.5000 5,985.00 4,137.000 6,205.50 PROGRAM CAS145 PAGE 2 DATE 09/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013314 TIME 07:13 AM ESTIMATE NO. 44 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/02 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 09/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE OVERSIDE DRAIN M 26.0000 2,236.00 86.000 2,236.00 24 REMOVE PIPE M 45.0000 54,000.00 1,428.000 64,260.00 25 REMOVE INLET EA 450.0000 18,900.00 45.000 20,250.00 26 REMOVE RETAINING WALL M 140.0000 4,200.00 30.000 4,200.00 27 SALVAGE METAL BEAM GUARD RAILING M 120.0000 25,200.00 223.000 26,760.00 28 RESET MAILBOX EA 100.0000 200.00 2.000 200.00 29 RELOCATE HYDRANT EA 1,200.0000 1,200.00 1.000 1,200.00 30 RELOCATE CONTROL VALVE EA 1,500.0000 6,000.00 4.000 6,000.00 31 RELOCATE ROADSIDE SIGN EA 150.0000 5,100.00 34.000 5,100.00 32 RELOCATE SIGN STRUCTURE EA 3,000.0000 6,000.00 3.000 9,000.00 33 RELOCATE SIGN PANEL EA 500.0000 2,500.00 5.000 2,500.00 34 ADJUST WATER VALVE COVER TO GRADE EA 100.0000 300.00 7.000 700.00 35 RELOCATE WATER METER EA 800.0000 1,600.00 2.000 1,600.00 36 ADJUST MANHOLE TO GRADE EA 400.0000 400.00 2.000 800.00 37 REMOVE CONCRETE M3 35.0000 7,350.00 203.000 7,105.00 38 REMOVE CONCRETE (STRUCTURE) M3 180.0000 6,480.00 61.300 11,034.00 39 REMOVE CONCRETE (CHANNEL) M3 100.0000 22,000.00 479.000 47,900.00 40 REMOVE CONCRETE BARRIER M 45.0000 8,100.00 132.000 5,940.00 41 REMOVE SOUND WALL M 30.0000 12,000.00 662.000 19,860.00 42 BRIDGE REMOVAL, LOCATION B LS 172,000.0000 172,000.00 1.000 172,000.00 43 BRIDGE REMOVAL, LOCATION C LS 130,000.0000 130,000.00 1.000 130,000.00 44 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 1.000 30,000.00 45 CLEARING AND GRUBBING LS 35,000.0000 35,000.00 1.000 35,000.00 46 ROADWAY EXCAVATION M3 7.5000 615,750.00 83,802.000 628,515.00 47 STRUCTURE EXCAVATION (BRIDGE) M3 60.0000 178,500.00 2,975.000 178,500.00 F) 48 STRUCTURE EXCAVATION (RETAINING WALL) M3 18.0000 293,328.00 16,452.000 296,136.00 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 45.0000 85,275.00 1,895.000 85,275.00 F) PROGRAM CAS145 PAGE 3 DATE 09/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013314 TIME 07:13 AM ESTIMATE NO. 44 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/02 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 09/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (RETAINING WALL) M3 34.0000 510,476.00 15,107.000 513,638.00 F) 51 PERVIOUS BACKFILL MATERIAL (RETAINING M3 80.0000 66,880.00 836.000 66,880.00 F) WALL) 52 DITCH EXCAVATION M3 20.0000 9,800.00 338.000 6,760.00 53 IMPORTED BORROW M3 7.5000 111,000.00 14,800.000 111,000.00 54 HIGHWAY PLANTING LS 150,000.0000 150,000.00 1.000 150,000.00 S) 55 EROSION CONTROL (TYPE D) HA 8,550.0000 10,260.00 1.600 13,680.00 S) 56 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 1.000 8,000.00 S) 57 IRRIGATION SYSTEM LS 180,000.0000 180,000.00 1.000 180,000.00 S) 58 NPS 3 SUPPLY LINE (BRIDGE) M 130.0000 38,740.00 298.000 38,740.00 59 300 MM CORRUGATED HIGH DENSITY M 75.0000 32,700.00 129.000 9,675.00 POLYETHYLENE PIPE CONDUIT 60 BOOSTER PUMP SYSTEM EA 11,000.0000 11,000.00 1.000 11,000.00 S) 61 CLASS 2 AGGREGATE SUBBASE M3 15.0000 89,700.00 6,016.000 90,240.00 62 CLASS 2 AGGREGATE BASE M3 24.0000 458,400.00 19,330.000 463,920.00 63 ASPHALT TREATED PERMEABLE BASE M3 68.0000 367,200.00 5,389.380 366,477.84 64 ASPHALT CONCRETE TONN 35.0000 1,165,500.00 35,767.640 1,251,867.40 65 PLACE ASPHALT CONCRETE DIKE M 4.5000 14,850.00 3,401.300 15,305.85 66 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 9.0000 13,320.00 1,906.580 17,159.22 AREA) 67 375 MM CAST-IN-DRILLED HOLE M 45.0000 66,150.00 1,480.500 66,622.50 CONCRETE PILING 68 300 MM CAST-IN-DRILLED HOLE M 35.0000 11,550.00 322.000 11,270.00 CONCRETE PILING 69 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 65.0000 217,750.00 3,481.350 226,287.75 S) PILING 70 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 105.0000 416,850.00 3,970.000 416,850.00 S) PILING 71 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 7,100.0000 511,200.00 72.000 511,200.00 S) PILING 72 PRESTRESSING CAST-IN-PLACE CONCRETE LS 160,000.0000 160,000.00 1.000 160,000.00 S) 73 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 470.0000 302,210.00 643.000 302,210.00 F) 74 STRUCTURAL CONCRETE, BRIDGE M3 470.0000 2,211,350.00 4,705.000 2,211,350.00 F) 75 STRUCTURAL CONCRETE, RETAINING WALL M3 225.0000 1,198,125.00 5,402.000 1,215,450.00 F) 76 STRUCTURAL CONCRETE, APPROACH SLAB M3 550.0000 106,700.00 194.000 106,700.00 F) (TYPE N) PROGRAM CAS145 PAGE 4 DATE 09/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013314 TIME 07:13 AM ESTIMATE NO. 44 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/02 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 09/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 270,400.00 385.500 308,400.00 F) 78 FRACTURED RIB TEXTURE M2 14.0000 67,760.00 5,053.000 70,742.00 F) 79 DRILL AND BOND DOWEL M 62.0000 1,364.00 122.390 7,588.18 80 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 85.0000 248,795.00 2,927.000 248,795.00 SF) 81 SOUND WALL (MASONRY BLOCK) M2 160.0000 1,313,120.00 8,181.000 1,308,960.00 SF) 82 MASONRY BLOCK WALL M2 170.0000 11,730.00 116.000 19,720.00 83 JOINT SEAL (TYPE B - MR 30 MM) M 68.0000 2,312.00 33.000 2,244.00 S) 84 JOINT SEAL (TYPE B - MR 40 MM) M 82.0000 4,346.00 50.000 4,100.00 S) 85 JOINT SEAL (TYPE B - MR 50 MM) M 105.0000 4,830.00 50.300 5,281.50 S) 86 JOINT SEAL ASSEMBLY (MR 100 MM) M 520.0000 12,480.00 24.000 12,480.00 S) 87 BAR REINFORCING STEEL KG 1.2000 32,640.00 30,193.000 36,231.60 S) 88 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 1,112,100.00 1,011,000.000 1,112,100.00 SF) 89 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 378,613.00 384,598.000 384,598.00 SF) 90 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.0000 25,680.00 4,280.000 25,680.00 F) WITH WALKWAY) 91 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 0.7500 3,866.25 5,155.000 3,866.25 SF)WITH WALKWAY) 92 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.5000 43,120.00 3,480.000 19,140.00 F) 93 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 4,117.50 8,235.000 4,117.50 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 750.0000 4,500.00 11.600 8,700.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1220 MM CAST-IN-DRILLED-HOLE M 870.0000 5,220.00 5.500 4,785.00 S) CONCRETE PILE (SIGN FOUNDATION) 96 ROADSIDE SIGN - ONE POST EA 300.0000 1,800.00 6.000 1,800.00 97 ROADSIDE SIGN - TWO POST EA 500.0000 1,500.00 3.000 1,500.00 98 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 500.00 2.000 500.00 METHOD) 99 INSTALL SIGN OVERLAY M2 60.0000 840.00 7.700 462.00 00 300 MM ALTERNATIVE PIPE CULVERT M 68.0000 12,920.00 120.000 8,160.00 01 450 MM ALTERNATIVE PIPE CULVERT M 98.0000 87,220.00 1,096.000 107,408.00 02 600 MM ALTERNATIVE PIPE CULVERT M 131.0000 189,950.00 1,467.400 192,229.40 03 750 MM ALTERNATIVE PIPE CULVERT M 124.0000 23,560.00 161.000 19,964.00 PROGRAM CAS145 PAGE 5 DATE 09/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013314 TIME 07:13 AM ESTIMATE NO. 44 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/02 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 09/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 900 MM ALTERNATIVE PIPE CULVERT M 168.0000 31,920.00 219.000 36,792.00 05 1050 MM ALTERNATIVE PIPE CULVERT M 167.0000 21,710.00 254.000 42,418.00 06 1800 MM REINFORCED CONCRETE PIPE M 900.0000 11,700.00 13.000 11,700.00 07 2400 MM REINFORCED CONCRETE PIPE M 880.0000 35,200.00 40.000 35,200.00 08 JACKED 900 MM REINFORCED CONCRETE PIPE M 1,300.0000 109,200.00 84.000 109,200.00 (CLASS V) 09 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 80.0000 12,800.00 163.000 13,040.00 (1.63 MM THICK) 10 80 MM PLASTIC PIPE (EDGE DRAIN) M 24.0000 106,320.00 4,409.000 105,816.00 11 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 240.0000 28,800.00 135.500 32,520.00 12 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 163.0000 9,943.00 61.000 9,943.00 (1.63 MM THICK) 13 450 MM ANCHOR ASSEMBLY EA 75.0000 1,200.00 16.000 1,200.00 14 450 MM CORRUGATED STEEL PIPE RISER M 500.0000 500.00 1.000 500.00 (1.63 MM THICK) 15 600 MM WELDED STEEL PIPE (6.35 MM THICK) M 300.0000 14,100.00 23.900 7,170.00 16 450 MM STEEL FLARED END SECTION EA 140.0000 280.00 2.000 280.00 17 ROCK SLOPE PROTECTION (LIGHT, METHOD B) KG 0.2500 50.00 5,915.000 1,478.75 18 CONCRETE (SLOPE PROTECTION) M3 260.0000 52,000.00 196.500 51,090.00 19 SLOPE PAVING (MASONRY BLOCK) M2 190.0000 143,070.00 753.000 143,070.00 F) 20 MINOR CONCRETE (CHANNEL LINING) M3 200.0000 40,000.00 213.000 42,600.00 21 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 51,000.00 207.970 62,391.00 CONSTRUCTION) 22 MINOR CONCRETE (GUTTER) M 55.0000 55,550.00 1,014.000 55,770.00 23 MISCELLANEOUS IRON AND STEEL KG 2.5000 37,500.00 15,000.000 37,500.00 SF) 24 MISCELLANEOUS METAL (BRIDGE) KG 14.0000 11,620.00 830.000 11,620.00 SF) 25 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 15,360.00 566.200 18,118.40 S) 26 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 300.0000 600.00 1.000 300.00 S) 27 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 7,200.00 3.000 3,600.00 S) 28 METAL BEAM GUARD RAILING M 100.0000 25,000.00 287.600 28,760.00 S) 29 CHAIN LINK RAILING (TYPE 7) M 100.0000 65,900.00 697.000 69,700.00 SF) 30 CONCRETE BARRIER (TYPE 25 MODIFIED) M 115.0000 144,900.00 1,260.000 144,900.00 F) PROGRAM CAS145 PAGE 6 DATE 09/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013314 TIME 07:13 AM ESTIMATE NO. 44 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/02 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 09/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 26 MODIFIED) M 200.0000 142,000.00 710.000 142,000.00 F) 32 CONCRETE BARRIER (TYPE 27A MODIFIED) M 135.0000 21,735.00 161.000 21,735.00 F) 33 CONCRETE BARRIER (TYPE 27S) M 155.0000 51,770.00 306.383 47,489.37 F) 34 CONCRETE BARRIER (TYPE 27SV) M 280.0000 149,240.00 533.000 149,240.00 F) 35 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 225.0000 58,500.00 260.000 58,500.00 F) 36 CONCRETE BARRIER (TYPE 50A) M 160.0000 2,400.00 15.000 2,400.00 F) 37 CONCRETE BARRIER (TYPE 50D) M 82.0000 82,820.00 1,009.000 82,738.00 38 CONCRETE BARRIER (TYPE 50E) M 300.0000 33,000.00 134.000 40,200.00 39 HEADLIGHT GLARE SCREEN M 140.0000 19,600.00 128.000 17,920.00 40 CABLE RAILING M 27.0000 25,380.00 1,024.000 27,648.00 SF) 41 CABLE ANCHOR ASSEMBLY EA 300.0000 1,200.00 7.000 2,100.00 S) (BREAKAWAY, TYPE B) 42 TERMINAL SECTION (TYPE B) EA 210.0000 630.00 4.000 840.00 S) 43 TERMINAL SYSTEM (TYPE SRT) EA 1,600.0000 14,400.00 11.000 17,600.00 44 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 2,040.00 86.810 3,472.40 S) 45 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 23,300.00 22,845.000 22,845.00 S) 46 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,040.00 1,777.000 3,554.00 S) 47 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,040.00 1,482.000 2,964.00 S) (BROKEN 3.66 M - 0.92 M) 48 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,030.00 327.000 327.00 S) (BROKEN 10.98 M - 3.66 M) 49 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,270.00 1,119.000 1,119.00 S) (BROKEN 5.18 M - 2.14 M) 50 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 3,310.00 3,369.000 3,369.00 S) 51 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 11,190.00 3,322.000 9,966.00 S) 52 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 1.000 200,000.00 S) 53 MODIFY CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 1.000 10,000.00 S) SYSTEM 54 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,500.0000 5,000.00 3.000 7,500.00 S) 55 COMMUNICATION CONDUIT (SIZE 103) M 38.0000 78,280.00 2,385.000 90,630.00 S) 56 COMMUNICATION CONDUIT (BRIDGE) M 100.0000 17,300.00 173.000 17,300.00 SF) 57 BOOSTER PUMP ELECTRICAL SYSTEM LS 15,000.0000 15,000.00 1.000 15,000.00 S) PROGRAM CAS145 PAGE 7 DATE 09/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013314 TIME 07:13 AM ESTIMATE NO. 44 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/02 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 09/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 MODIFY TRAFFIC MONITORING STATION LS 8,000.0000 8,000.00 1.000 8,000.00 S) 59 COMMUNICATION PULL BOX EA 500.0000 2,000.00 4.000 2,000.00 S) 60 SPLICE VAULT EA 2,000.0000 6,000.00 3.000 6,000.00 S) PROGRAM CAS145 PAGE 8 DATE 09/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013314 TIME 07:13 AM ESTIMATE NO. 44 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/02 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 09/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 17,206,714.89 ADJUSTMENT OF COMPENSATION 90,221.85 798,161.89 EXTRA WORK 0.00 1,342,499.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 90,221.85 19,347,376.11 61 MOBILIZATION LS 1925,000.0000 1,925,000.00 1.000 1,925,000.00 ORIGINAL CONTRACT AMOUNT 18,696,184.75 TOTAL WORK COMPLETED 90,221.85 21,272,376.11 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 90,221.85 21,272,376.11 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 161 MOBILIZATION 1,869,618.47 1,925,000.00 55,381.53 DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/28/99 740 03/19/99 02/16/99 01/21/02 700 33 12 16 100% 100% YII, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/05