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 08/06/10 EST. NO.21 TIME 07:04 AM R.E. NAME: JOUBEEN, JAY 12-079204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 025 0002 64,640.00 A.C. @ L.S.(+) 080210 N 100 0 64,640.00 TOTAL THIS ESTIMATE 592,597.90 TOTAL PREVIOUS ESTIMATE 657,237.90 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 08/06/10 EST. NO.21 TIME 07:04 AM R.E. NAME: JOUBEEN, JAY 12-079204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE UNAPPRVD BASELN CPM -64,465.00 03 RETRN UNAPPR. BASELN 64,465.00 05 SWPPP VIOLATION -152,248.00 09 RETRN SWPPP VIOLATIO 152,248.00 10 LATE CHP CANCELLATN -100.00 12 LATE CANCEL. OF CHP -200.00 13 CHP/FWY CLOS. CHARGE -634.92 14 NON-COMPL PCC PAVMNT -1,853.80 14 OIL INDEX FLUCTUATN -5,778.79 15 0.00 -8,567.51 LABOR COMPLIANCE VIOLATION MIS PAYRLLS:AB,B,WCD -10,000.00 02 RETRN DEDUCTN: AB,B 10,000.00 03 MISSING PAYROLL -10,000.00 04 RETURN UNSAT PAYROLL 10,000.00 06 MIS. CPR:BANSHEE,RS -10,000.00 07 UNSAT PAYROLL -10,000.00 08 RTRN EST 7 & 8 DEDUC 20,000.00 12 0.00 0.00 LIQUIDATED DAMAGES 277DAYS @ $3770/DAY -1,044,290.00 16 RET5DAY/LD'S@ $3770. 18,850.00 17 RET 151DAYS@ $3,770 569,270.00 18 RET 121LD@$3,700/DAY 456,170.00 20 0.00 0.00 OTHER OUTSTANDING DOCUMENTS NONSUB FHWA47/HC-43F -10,000.00 16 RET FHWA/HC-43F 10,000.00 17 0.00 0.00 TOTAL DEDUCTIONS 0.00 -8,567.51 PROGRAM CAS145 PAGE 1 DATE 08/06/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-079204 TIME 07:04 AM ESTIMATE NO. 21 BID OPENING 05/15/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/05 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 08/06/10 LOCATION FINAL ESTIMATE 12-ORA-605-R0.0/R1.6 -------------- BANSHEE CONSTRUCTION CO, INC. IN ORANGE AND LOS ANGELES COUNTIES 1600 E. STEEL ROAD IN ROSSMOOR AND LOS ALAMITOS AT COLTON, CA 92324 VARIOUS LOCATIONS FED. AID NO. ACNH-605 -2(899)117,I-605 -2(899)117,ACNH-605 -2(899)N WIDEN EXISTING 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 10,000.0000 10,000.00 0.250 2,500.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 570,000.00 506.000 1,012,000.00 03 TEMPORARY SUPPORT LS 31,000.0000 31,000.00 1.000 31,000.00 04 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 35,000.0000 35,000.00 1.000 35,000.00 06 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 1.000 35,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 1.000 70,000.00 S) 08 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 5,200.00 323.000 8,398.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 16,000.0000 16,000.00 1.000 16,000.00 S) 10 TEMPORARY RAILING (TYPE K) M 66.0000 178,200.00 2,713.000 179,058.00 11 TEMPORARY CRASH CUSHION MODULE EA 500.0000 55,000.00 110.000 55,000.00 12 TEMPORARY TRAFFIC SCREEN M 8.2500 50,655.00 5,053.000 41,687.25 13 REMOVE CHAIN LINK FENCE M 21.0000 378.00 18.000 378.00 14 REMOVE METAL BEAM GUARD RAILING M 36.0000 10,800.00 287.000 10,332.00 15 REMOVE TRAFFIC STRIPE M 0.9500 65,360.00 38,683.000 36,748.85 16 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 10,320.00 16,278.000 32,556.00 17 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 11.0000 1,320.00 115.700 1,272.70 18 REMOVE PAVEMENT MARKER EA 0.9500 16,625.00 19,948.000 18,950.60 19 REMOVE METAL (RAIL MOUNTED SIGN) EA 159.0000 318.00 2.000 318.00 20 REMOVE ROADSIDE SIGN EA 106.0000 106.00 1.000 106.00 (STRAP AND SADDLE BRACKET METHOD) 21 REMOVE SIGN STRUCTURE EA 6,800.0000 13,600.00 2.000 13,600.00 22 REMOVE ASPHALT CONCRETE M3 145.0000 1,595.00 11.000 1,595.00 PROGRAM CAS145 PAGE 2 DATE 08/06/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-079204 TIME 07:04 AM ESTIMATE NO. 21 BID OPENING 05/15/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/05 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 08/06/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RELOCATE CONCRETE BARRIER (TYPE K) M 25.0000 86,250.00 3,147.000 78,675.00 24 RELOCATE METAL (RAIL MOUNTED SIGN) EA 265.0000 530.00 2.000 530.00 25 REMOVE CONCRETE CURB M 8.0000 560.00 70.000 560.00 26 CAP INLET EA 525.0000 8,925.00 18.000 9,450.00 27 REMOVE CRASH CUSHION (SAND FILLED) EA 159.0000 3,657.00 23.000 3,657.00 28 BRIDGE REMOVAL (PORTION), LOCATION A LS 34,525.0000 34,525.00 1.000 34,525.00 29 BRIDGE REMOVAL (PORTION), LOCATION B LS 116,365.0000 116,365.00 1.000 116,365.00 30 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 31 ROADWAY EXCAVATION M3 13.0000 163,800.00 12,600.000 163,800.00 32 ROADWAY EXCAVATION (TYPE Y) M3 8.7500 16,625.00 1,900.000 16,625.00 (AERIALLY DEPOSITED LEAD) 33 LEAD COMPLIANCE PLAN LS 3,710.0000 3,710.00 1.000 3,710.00 34 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 17,200.00 172.000 17,200.00 F) 35 STRUCTURE BACKFILL (BRIDGE) M3 230.0000 25,300.00 110.000 25,300.00 F) 36 75 MM GALVANIZED STEEL PIPE M 150.0000 18,900.00 126.000 18,900.00 (SUPPLY LINE) 37 CLASS 2 AGGREGATE SUBBASE M3 13.0000 95,030.00 8,035.000 104,455.00 38 LEAN CONCRETE BASE M3 95.0000 400,900.00 4,220.000 400,900.00 39 ASPHALT CONCRETE (TYPE B) TONN 46.0000 238,740.00 4,976.000 228,896.00 40 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 23.0000 9,660.00 420.000 9,660.00 AREA) 41 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 24.0000 2,880.00 120.000 2,880.00 42 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 24.0000 1,896.00 79.000 1,896.00 43 CONCRETE PAVEMENT M3 165.0000 488,400.00 2,960.000 488,400.00 44 SEAL PAVEMENT JOINT M 11.0000 28,050.00 2,508.000 27,588.00 45 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 46 SEAL LONGITUDINAL JOINT M 11.0000 22,880.00 2,153.000 23,683.00 47 FURNISH PILING (CLASS 400C) ALT X M 25.0000 2,150.00 86.000 2,150.00 48 DRIVE PILE (CLASS 400C) ALT X EA 3,500.0000 24,500.00 7.000 24,500.00 S) 49 FURNISH PILING (CLASS 400) M 25.0000 15,875.00 615.200 15,380.00 PROGRAM CAS145 PAGE 3 DATE 08/06/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-079204 TIME 07:04 AM ESTIMATE NO. 21 BID OPENING 05/15/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/05 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 08/06/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DRIVE PILE (CLASS 400) EA 2,500.0000 100,000.00 40.000 100,000.00 S) 51 FURNISH PILING (CLASS 400C) M 78.0000 7,254.00 93.000 7,254.00 (ALTERNATIVE V) 52 DRIVE PILE (CLASS 400C) (ALTERNATIVE V) EA 5,000.0000 35,000.00 7.000 35,000.00 S) 53 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 18,000.00 30.000 18,000.00 F) 54 STRUCTURAL CONCRETE, BRIDGE M3 435.0000 421,080.00 968.000 421,080.00 F) 55 STRUCTURAL CONCRETE, APPROACH SLAB M3 830.0000 63,910.00 77.000 63,910.00 F) (TYPE N) 56 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 206,550.00 243.000 206,550.00 F) (TYPE R) 57 MINOR CONCRETE (MINOR STRUCTURE) M3 1,900.0000 77,900.00 53.560 101,764.00 58 MINOR CONCRETE (BACKFILL) M3 120.0000 1,920.00 16.560 1,987.20 59 PAVING NOTCH EXTENSION M3 2,300.0000 11,500.00 5.000 11,500.00 F) 60 DRILL AND BOND DOWEL M 60.0000 9,420.00 157.000 9,420.00 61 REFINISH BRIDGE DECK M2 130.0000 19,370.00 149.000 19,370.00 62 JOINT SEAL (MR 30 MM) M 120.0000 1,680.00 14.000 1,680.00 S) 63 JOINT SEAL (MR 40 MM) M 120.0000 12,000.00 100.000 12,000.00 S) 64 BAR REINFORCING STEEL (BRIDGE) KG 1.3000 229,573.50 176,914.320 229,988.62 SF) 65 ASPHALT MEMBRANE WATERPROOFING M2 51.0000 3,162.00 62.000 3,162.00 SF) 66 COLUMN CASING KG 7.5000 175,650.00 23,420.000 175,650.00 SF) 67 FURNISH SIGN STRUCTURE (TRUSS) KG 5.5000 86,900.00 15,800.000 86,900.00 F) 68 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 15,800.00 15,800.000 15,800.00 69 760 MM CAST-IN-DRILLED-HOLE M 1,350.0000 10,800.00 8.000 10,800.00 CONCRETE PILE (SIGN FOUNDATION) 70 920 MM CAST-IN-DRILLED-HOLE M 1,395.0000 37,665.00 27.000 37,665.00 CONCRETE PILE (SIGN FOUNDATION) 71 METAL (RAIL MOUNTED SIGN) KG 20.0000 13,000.00 650.000 13,000.00 72 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 159.0000 477.00 3.000 477.00 METHOD) 73 INSTALL SIGN PANEL ON EXISTING FRAME M2 140.0000 2,240.00 16.000 2,240.00 74 450 MM REINFORCED CONCRETE PIPE M 130.0000 130,000.00 1,043.000 135,590.00 75 FLUME DOWNDRAIN EA 880.0000 21,120.00 15.000 13,200.00 76 GRATED LINE DRAIN M 140.0000 177,800.00 1,216.950 170,373.00 PROGRAM CAS145 PAGE 4 DATE 08/06/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-079204 TIME 07:04 AM ESTIMATE NO. 21 BID OPENING 05/15/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/05 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 08/06/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 450 MM BITUMINOUS COATED CORRUGATED M 700.0000 3,500.00 3.600 2,520.00 STEEL PIPE RISER (2.77 MM THICK) 78 MINOR CONCRETE (CURB AND GUTTER) M3 1,600.0000 1,600.00 1.000 1,600.00 79 MISCELLANEOUS IRON AND STEEL KG 1.5500 11,749.00 8,993.000 13,939.15 80 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 8,604.00 717.000 8,604.00 SF) 81 OBJECT MARKER (TYPE P) EA 40.0000 320.00 8.000 320.00 82 OBJECT MARKER (TYPE R) EA 40.0000 80.00 2.000 80.00 83 METAL BEAM GUARD RAILING (WOOD POST) M 115.0000 17,250.00 142.000 16,330.00 84 TERMINAL SYSTEM (TYPE SRT) EA 2,050.0000 6,150.00 3.000 6,150.00 85 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 460.0000 1,380.00 3.000 1,380.00 86 CRASH CUSHION, SAND FILLED EA 4,375.0000 8,750.00 2.000 8,750.00 87 CONCRETE BARRIER (TYPE 60) M 90.0000 38,700.00 363.000 32,670.00 88 CONCRETE BARRIER (TYPE 60A) M 100.0000 19,500.00 195.000 19,500.00 F) 89 CONCRETE BARRIER (TYPE 60C) M 90.0000 146,700.00 1,612.000 145,080.00 90 CONCRETE BARRIER (TYPE 60CE) M 400.0000 28,000.00 82.500 33,000.00 91 CONCRETE BARRIER (TYPE 732 MODIFIED) M 230.0000 94,070.00 409.000 94,070.00 F) 92 THERMOPLASTIC PAVEMENT MARKING M2 27.0000 4,320.00 150.000 4,050.00 S) 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 18,720.00 21,217.000 19,095.30 94 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8000 2,736.00 1,809.000 3,256.20 S) 95 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0500 2,856.00 2,982.000 3,131.10 S) (BROKEN 3.66 M - 0.92 M) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5500 7,810.00 14,895.000 8,192.25 S) (BROKEN 10.98 M - 3.66 M) 97 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5500 385.00 951.000 523.05 S) (BROKEN 5.18 M - 2.14 M) 98 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0500 1,375.50 981.000 1,030.05 S) (BROKEN 10.98 M - 3.66 M) 99 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 14,040.00 33,851.000 13,540.40 S) 00 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 8,010.00 8,236.000 8,236.00 S) 01 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2000 10,912.00 5,737.000 12,621.40 S) 02 SIGN ILLUMINATION LS 5,000.0000 5,000.00 1.000 5,000.00 03 INDUCTIVE LOOP DETECTOR EA 360.0000 19,800.00 55.000 19,800.00 S) PROGRAM CAS145 PAGE 5 DATE 08/06/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-079204 TIME 07:04 AM ESTIMATE NO. 21 BID OPENING 05/15/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/05 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 08/06/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MODIFY LIGHTING LS 33,000.0000 33,000.00 1.000 33,000.00 PROGRAM CAS145 PAGE 6 DATE 08/06/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-079204 TIME 07:04 AM ESTIMATE NO. 21 BID OPENING 05/15/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/22/05 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 08/06/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,864,515.12 ADJUSTMENT OF COMPENSATION 64,640.00 567,403.85 EXTRA WORK 0.00 89,834.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 64,640.00 6,521,753.02 05 MOBILIZATION LS 300,000.0000 300,000.00 1.000 300,000.00 ORIGINAL CONTRACT AMOUNT 5,732,374.00 TOTAL WORK COMPLETED 64,640.00 6,821,753.02 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -8,567.51 TOTAL 64,640.00 6,813,185.51 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 07/09/03 285 07/24/03 08/25/03 08/22/05 480 39 195 0 100% 100% JOUBEEN, JAY RESIDENT ENGINEER PROGRAM CAS145 DATE 08/06/10