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 10/10/03 EST. NO.20 TIME 08:25 AM R.E. NAME: SHOHET, HOUSHANG 07-142904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 10/10/03 EST. NO.20 TIME 08:25 AM R.E. NAME: SHOHET, HOUSHANG 07-142904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CONCRETE STRUC STREN -993.54 20 CPM CREDIT -1,590.00 20 TRUM PETS CREDIT -858.00 20 -3,441.54 -3,441.54 LABOR COMPLIANCE VIOLATION CONDON & JOHNSON -3,396.60 02 CONDON & JOHNSON 3,396.60 03 TRI-STEEL -10,000.00 07 SUDHAKER -10,000.00 08 SUDHAKER 10,000.00 09 GRANITE -10,000.00 09 ALCORN,GRANITE -10,000.00 10 GRANITE 10,000.00 10 TRI-STEEL 10,000.00 11 VAR PAYROLLS -10,000.00 14 CTM -10,000.00 15 VAR PAYROLLS 10,000.00 16 CTM 10,000.00 17 ALCORN, GRANITE 10,000.00 20 10,000.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 076 -76.46 02 OVERBID ITEM NO. 076 -38.23 03 OVERBID ITEM NO. 076 -30.59 04 OVERBID ITEM NO. 076 -7.65 09 OVERBID ITEM NO. 076 152.93 20 152.93 0.00 OTHER OUTSTANDING DOCUMENTS DVBE,FHWA -10,000.00 20 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -3,288.61 -13,441.54 PROGRAM CAS145 PAGE 1 DATE 10/10/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-142904 TIME 08:25 AM ESTIMATE NO. 20 BID OPENING 11/16/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/04/03 R.E. NAME: SHOHET, HOUSHANG DATE OF THIS ESTIMATE 10/10/03 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 07-LA-5-62.4/ .0 ---------------------------------------- CONDON- JOHNSON & ASSOCIATES IN LOS ANGELES COUNTY NEAR SANTA INC. CLARITA FROM 4.8 KM NORTH OF LAKE P.O. BOX 12368 HUGHES ROAD UNDERCROSSING TO 5.8 KM OAKLAND, CA 94604 SOUTH OF TEMPLIN HIGHWAY UNDERCROSSING FED. AID NO. ACIM-005 -3(998)178,ACIM-005 -3(998)E RECONSTRUCT EMBANKMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 4,000.0000 4,000.00 1.000 4,000.00 02 TIME-RELATED OVERHEAD WDAY 638.0000 229,680.00 360.000 229,680.00 03 TEMPORARY SILT FENCE M 10.0000 7,000.00 700.000 7,000.00 04 CONSTRUCTION AREA SIGNS LS 2,500.0000 2,500.00 1.000 2,500.00 S) 05 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 S) 06 TEMPORARY TRAFFIC STRIPE (TAPE) LS 40,000.0000 40,000.00 1.000 40,000.00 S) 07 TEMPORARY PAVEMENT MARKING (TAPE) LS 5,000.0000 5,000.00 1.000 5,000.00 S) 08 TRAFFIC PLASTIC DRUM LS 3,500.0000 3,500.00 1.000 3,500.00 S) 09 TEMPORARY PAVEMENT MARKER LS 2,000.0000 2,000.00 1.000 2,000.00 10 TEMPORARY RAILING (TYPE K) LS 80,000.0000 80,000.00 1.000 80,000.00 11 TEMPORARY CRASH CUSHION MODULE LS 3,500.0000 3,500.00 1.000 3,500.00 S) 12 REMOVE METAL BEAM GUARD RAILING M 14.0000 8,540.00 610.000 8,540.00 13 REMOVE PAINTED TRAFFIC STRIPE M 0.8500 4,581.50 5,390.000 4,581.50 14 REMOVE PAINTED TRAFFIC STRIPE (YELLOW) M 4.0000 5,440.00 -114.000 -456.00 2,613.000 10,452.00 (LEAD) 15 REMOVE PAVEMENT MARKER EA 1.0000 350.00 711.000 711.00 16 REMOVE PIPE M 100.0000 17,000.00 174.400 17,440.00 17 REMOVE INLET EA 1,500.0000 3,000.00 -1.000 -1,500.00 2.000 3,000.00 18 REMOVE CONCRETE PAVEMENT M2 14.0000 56,420.00 4,046.000 56,644.00 19 RECONSTRUCT METAL BEAM GUARD RAILING M 116.0000 3,248.00 28.000 3,248.00 S) 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.2000 14,520.00 12,228.680 14,674.42 S) (45 MM MAXIMUM) 21 CLEARING AND GRUBBING LS 3,000.0000 3,000.00 1.000 3,000.00 22 CONCRETE BACKFILL M3 120.0000 87,960.00 733.000 87,960.00 F) PROGRAM CAS145 PAGE 2 DATE 10/10/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-142904 TIME 08:25 AM ESTIMATE NO. 20 BID OPENING 11/16/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/04/03 R.E. NAME: SHOHET, HOUSHANG DATE OF THIS ESTIMATE 10/10/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ROADWAY EXCAVATION M3 9.0000 720,000.00 -14,310.000 -128,790.00 65,760.000 591,840.00 24 ROADWAY EXCAVATION (TYPE Z-2) M3 200.0000 34,000.00 170.000 34,000.00 25 ROADWAY EXCAVATION (TYPE Y) M3 40.0000 30,000.00 750.000 30,000.00 26 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 27 STRUCTURE EXCAVATION M3 8.0000 65,424.00 8,178.000 65,424.00 F) 28 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 20.0000 141,200.00 7,060.000 141,200.00 F) 29 STRUCTURE BACKFILL M3 13.0000 96,863.00 7,451.000 96,863.00 F) 30 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 30.0000 58,260.00 1,942.000 58,260.00 F) 31 LEAN CONCRETE BACKFILL M3 110.0000 116,380.00 1,058.000 116,380.00 F) 32 STRAW (EROSION CONTROL) TONN 300.0000 1,500.00 5.000 1,500.00 S) 33 FIBER (EROSION CONTROL) KG 1.4000 1,428.00 1,020.000 1,428.00 S) 34 COMPOST (EROSION CONTROL) KG 1.1000 4,499.00 4,090.000 4,499.00 S) 35 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 3,375.00 -9.800 -735.00 35.200 2,640.00 S) 36 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 420.00 210.000 420.00 S) 37 ENDOMYCORRHIZAL INOCULUM KG 25.0000 675.00 27.000 675.00 S) 38 PLANT (GROUP M) EA 5.0000 2,500.00 0.000 0.00 S) 39 PLANT ESTABLISHMENT WORK LS 1,000.0000 1,000.00 0.000 0.00 S) 40 CLASS 4 AGGREGATE SUBBASE M3 60.0000 70,200.00 1,332.000 79,920.00 41 CLASS 2 AGGREGATE BASE M3 60.0000 63,000.00 1,050.000 63,000.00 42 CLASS 3 AGGREGATE BASE M3 60.0000 52,200.00 910.000 54,600.00 43 LEAN CONCRETE BASE M3 166.0000 101,260.00 920.000 152,720.00 44 ASPHALT CONCRETE (TYPE B) TONN 50.0000 82,500.00 3,579.570 178,978.50 45 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 119.0000 201,110.00 2,114.080 251,575.52 46 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 20.0000 1,600.00 105.000 2,100.00 47 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 13.0000 338.00 59.000 767.00 48 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 20.0000 1,340.00 93.000 1,860.00 49 CONCRETE PAVEMENT M3 175.0000 183,750.00 1,173.029 205,280.08 PROGRAM CAS145 PAGE 3 DATE 10/10/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-142904 TIME 08:25 AM ESTIMATE NO. 20 BID OPENING 11/16/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/04/03 R.E. NAME: SHOHET, HOUSHANG DATE OF THIS ESTIMATE 10/10/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SEAL PAVEMENT JOINT M 4.7500 5,225.00 909.000 4,317.75 51 DRILLED HOLE (760 MM) M 50.0000 194,600.00 3,892.000 194,600.00 52 DRILLED HOLE (1000 MM) M 400.0000 12,400.00 31.000 12,400.00 53 SOLDIER PILE M 125.0000 490,500.00 3,924.000 490,500.00 54 TIEBACK ANCHOR EA 2,850.0000 2,137,500.00 749.750 2,136,787.50 S) 55 STRUCTURAL CONCRETE M3 600.0000 615,000.00 1,025.000 615,000.00 F) 56 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 67,100.00 61.000 67,100.00 F) 57 BAR REINFORCING STEEL KG 1.2500 394,946.25 315,957.000 394,946.25 SF) 58 SHOTCRETE M3 300.0000 217,800.00 726.000 217,800.00 SF) 59 TIMBER LAGGING M3 1,000.0000 747,000.00 747.000 747,000.00 F) 60 CLEAN AND PAINT SOLDIER PILING LS 120,000.0000 120,000.00 1.000 120,000.00 S) 61 600 MM REINFORCED CONCRETE PIPE M 200.0000 9,600.00 -20.000 -4,000.00 48.000 9,600.00 62 750 MM BITUMINOUS COATED PAVED INVERT M 350.0000 8,400.00 23.400 8,190.00 CORRUGATED STEEL PIPE (4.27 MM THICK) 63 675 MM BITUMINOUS COATED PAVED INVERT M 300.0000 8,700.00 25.000 7,500.00 CORRUGATED STEEL PIPE (3.51 MM THICK) 64 600 MM BITUMINOUS COATED PAVED INVERT M 350.0000 13,300.00 47.000 16,450.00 CORRUGATED STEEL PIPE (3.51 MM THICK) 65 450 MM GALVANIZED WELDED STEEL PIPE M 300.0000 11,400.00 38.000 11,400.00 RISER (6.35 MM THICK) 66 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,000.0000 7,000.00 7.220 7,220.00 67 MISCELLANEOUS IRON AND STEEL KG 2.0000 10,318.00 4,759.000 9,518.00 SF) 68 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 1,600.00 16.000 1,600.00 S) 69 CHAIN LINK RAILING (TYPE 7) M 95.0000 55,100.00 580.000 55,100.00 SF) 70 CONCRETE BARRIER (TYPE 25) M 70.0000 42,560.00 608.000 42,560.00 F) 71 TERMINAL SYSTEM (TYPE SRT) EA 2,013.0000 4,026.00 2.000 4,026.00 S) 72 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,470.00 2,852.000 2,852.00 S) 73 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 3,384.00 4,460.000 3,568.00 S) (BROKEN 10.98 M - 3.66 M) 74 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 2,040.00 4,091.000 2,045.50 S) 75 PAVEMENT MARKER (RETROREFLECTIVE- EA 8.0000 5,440.00 789.000 6,312.00 S) RECESSED) PROGRAM CAS145 PAGE 4 DATE 10/10/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-142904 TIME 08:25 AM ESTIMATE NO. 20 BID OPENING 11/16/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/04/03 R.E. NAME: SHOHET, HOUSHANG DATE OF THIS ESTIMATE 10/10/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -135,481.00 7,936,754.02 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION -135,481.00 7,936,754.02 76 MOBILIZATION LS 870,000.0000 870,000.00 1.000 870,000.00 ORIGINAL CONTRACT AMOUNT 8,698,470.75 TOTAL WORK COMPLETED -135,481.00 8,806,754.02 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,288.61 -13,441.54 TOTAL -138,769.61 8,793,312.48 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 076 MOBILIZATION 869,847.07 870,000.00 152.93 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 12/18/00 390 01/24/01 01/02/01 09/04/03 657 9 297 0 100% 100% SHOHET, HOUSHANG RESIDENT ENGINEER PROGRAM CAS145 DATE 10/10/03