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 08/23/01 EST. NO.09 TIME 01:07 PM R.E. NAME: SHOHET, H 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 08/23/01 EST. NO.09 TIME 01:07 PM R.E. NAME: SHOHET, H 07-142904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 -20,000.00 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 -7.65 -152.93 TOTAL DEDUCTIONS -7.65 -20,152.93 PROGRAM CAS145 PAGE 1 DATE 08/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-142904 TIME 01:07 PM ESTIMATE NO. 09 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 08/20/01 R.E. NAME: SHOHET, H DATE OF THIS ESTIMATE 08/23/01 LOCATION PROGRESS ESTIMATE 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 4,000.0000 4,000.00 0.050 200.00 0.550 2,200.00 002 TIME-RELATED OVERHEAD WDAY 638.0000 229,680.00 43.000 27,434.00 145.000 92,510.00 003 TEMPORARY SILT FENCE M 10.0000 7,000.00 650.000 6,500.00 004 CONSTRUCTION AREA SIGNS LS 2,500.0000 2,500.00 0.500 1,250.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 0.158 3,160.00 0.200 4,000.00 (S) 006 TEMPORARY TRAFFIC STRIPE (TAPE) LS 40,000.0000 40,000.00 0.500 20,000.00 (S) 007 TEMPORARY PAVEMENT MARKING (TAPE) LS 5,000.0000 5,000.00 0.500 2,500.00 (S) 008 TRAFFIC PLASTIC DRUM LS 3,500.0000 3,500.00 0.500 1,750.00 (S) 009 TEMPORARY PAVEMENT MARKER LS 2,000.0000 2,000.00 0.000 0.00 010 TEMPORARY RAILING (TYPE K) LS 80,000.0000 80,000.00 0.500 40,000.00 011 TEMPORARY CRASH CUSHION MODULE LS 3,500.0000 3,500.00 0.500 1,750.00 (S) 012 REMOVE METAL BEAM GUARD RAILING M 14.0000 8,540.00 610.000 8,540.00 013 REMOVE PAINTED TRAFFIC STRIPE M 0.8500 4,581.50 1,784.000 1,516.40 014 REMOVE PAINTED TRAFFIC STRIPE (YELLOW) M 4.0000 5,440.00 2,727.000 10,908.00 (LEAD) 015 REMOVE PAVEMENT MARKER EA 1.0000 350.00 711.000 711.00 016 REMOVE PIPE M 100.0000 17,000.00 84.000 8,400.00 017 REMOVE INLET EA 1,500.0000 3,000.00 3.000 4,500.00 018 REMOVE CONCRETE PAVEMENT M2 14.0000 56,420.00 4,046.000 56,644.00 019 RECONSTRUCT METAL BEAM GUARD RAILING M 116.0000 3,248.00 0.000 0.00 (S) 020 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.2000 14,520.00 0.000 0.00 (S) (45 MM MAXIMUM) 021 CLEARING AND GRUBBING LS 3,000.0000 3,000.00 1.000 3,000.00 022 CONCRETE BACKFILL M3 120.0000 87,960.00 733.000 87,960.00 (F) PROGRAM CAS145 PAGE 2 DATE 08/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-142904 TIME 01:07 PM ESTIMATE NO. 09 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 08/20/01 R.E. NAME: SHOHET, H DATE OF THIS ESTIMATE 08/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION M3 9.0000 720,000.00 6,199.900 55,799.10 42,742.000 384,678.00 024 ROADWAY EXCAVATION (TYPE Z-2) M3 200.0000 34,000.00 170.000 34,000.00 025 ROADWAY EXCAVATION (TYPE Y) M3 40.0000 30,000.00 750.000 30,000.00 026 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 027 STRUCTURE EXCAVATION M3 8.0000 65,424.00 2,836.000 22,688.00 2,836.000 22,688.00 (F) 028 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 20.0000 141,200.00 1,159.000 23,180.00 7,006.000 140,120.00 (F) 029 STRUCTURE BACKFILL M3 13.0000 96,863.00 0.000 0.00 (F) 030 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 30.0000 58,260.00 0.000 0.00 (F) 031 LEAN CONCRETE BACKFILL M3 110.0000 116,380.00 1,058.000 116,380.00 (F) 032 STRAW (EROSION CONTROL) TONN 300.0000 1,500.00 0.000 0.00 (S) 033 FIBER (EROSION CONTROL) KG 1.4000 1,428.00 0.000 0.00 (S) 034 COMPOST (EROSION CONTROL) KG 1.1000 4,499.00 0.000 0.00 (S) 035 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 3,375.00 0.000 0.00 (S) 036 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 420.00 0.000 0.00 (S) 037 ENDOMYCORRHIZAL INOCULUM KG 25.0000 675.00 0.000 0.00 (S) 038 PLANT (GROUP M) EA 5.0000 2,500.00 0.000 0.00 (S) 039 PLANT ESTABLISHMENT WORK LS 1,000.0000 1,000.00 0.000 0.00 (S) 040 CLASS 4 AGGREGATE SUBBASE M3 60.0000 70,200.00 585.000 35,100.00 041 CLASS 2 AGGREGATE BASE M3 60.0000 63,000.00 0.000 0.00 042 CLASS 3 AGGREGATE BASE M3 60.0000 52,200.00 0.000 0.00 043 LEAN CONCRETE BASE M3 166.0000 101,260.00 607.000 100,762.00 607.000 100,762.00 044 ASPHALT CONCRETE (TYPE B) TONN 50.0000 82,500.00 0.000 0.00 045 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 119.0000 201,110.00 0.000 0.00 046 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 20.0000 1,600.00 0.000 0.00 047 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 13.0000 338.00 0.000 0.00 048 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 20.0000 1,340.00 0.000 0.00 049 CONCRETE PAVEMENT M3 175.0000 183,750.00 1,052.000 184,100.00 1,052.000 184,100.00 PROGRAM CAS145 PAGE 3 DATE 08/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-142904 TIME 01:07 PM ESTIMATE NO. 09 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 08/20/01 R.E. NAME: SHOHET, H DATE OF THIS ESTIMATE 08/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 SEAL PAVEMENT JOINT M 4.7500 5,225.00 0.000 0.00 051 DRILLED HOLE (760 MM) M 50.0000 194,600.00 3,892.000 194,600.00 052 DRILLED HOLE (1000 MM) M 400.0000 12,400.00 31.000 12,400.00 053 SOLDIER PILE M 125.0000 490,500.00 3,924.000 490,500.00 054 TIEBACK ANCHOR EA 2,850.0000 2137,500.00 33.000 94,050.00 369.000 1,051,650.00 (S) 055 STRUCTURAL CONCRETE M3 600.0000 615,000.00 47.000 28,200.00 534.000 320,400.00 (F) 056 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 67,100.00 41.800 45,980.00 (F) 057 BAR REINFORCING STEEL KG 1.2500 394,946.25 7,932.000 9,915.00 95,826.000 119,782.50 (SF) 058 SHOTCRETE M3 300.0000 217,800.00 0.000 0.00 (SF) 059 TIMBER LAGGING M3 1,000.0000 747,000.00 95.000 95,000.00 711.000 711,000.00 (F) 060 CLEAN AND PAINT SOLDIER PILING LS 120,000.0000 120,000.00 0.900 108,000.00 (S) 061 600 MM REINFORCED CONCRETE PIPE M 200.0000 9,600.00 42.000 8,400.00 062 750 MM BITUMINOUS COATED PAVED INVERT M 350.0000 8,400.00 0.000 0.00 CORRUGATED STEEL PIPE (4.27 MM THICK) 063 675 MM BITUMINOUS COATED PAVED INVERT M 300.0000 8,700.00 0.000 0.00 CORRUGATED STEEL PIPE (3.51 MM THICK) 064 600 MM BITUMINOUS COATED PAVED INVERT M 350.0000 13,300.00 0.000 0.00 CORRUGATED STEEL PIPE (3.51 MM THICK) 065 450 MM GALVANIZED WELDED STEEL PIPE M 300.0000 11,400.00 38.000 11,400.00 RISER (6.35 MM THICK) 066 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,000.0000 7,000.00 0.000 0.00 067 MISCELLANEOUS IRON AND STEEL KG 2.0000 10,318.00 480.000 960.00 (SF) 068 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 1,600.00 0.000 0.00 (S) 069 CHAIN LINK RAILING (TYPE 7) M 95.0000 55,100.00 0.000 0.00 (SF) 070 CONCRETE BARRIER (TYPE 25) M 70.0000 42,560.00 0.000 0.00 (F) 071 TERMINAL SYSTEM (TYPE SRT) EA 2,013.0000 4,026.00 0.000 0.00 (S) 072 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,470.00 0.000 0.00 (S) 073 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 3,384.00 0.000 0.00 (S) (BROKEN 10.98 M - 3.66 M) 074 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 2,040.00 4,091.000 2,045.50 (S) 075 PAVEMENT MARKER (RETROREFLECTIVE- EA 8.0000 5,440.00 278.000 2,224.00 (S) RECESSED) PROGRAM CAS145 PAGE 4 DATE 08/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-142904 TIME 01:07 PM ESTIMATE NO. 09 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 08/20/01 R.E. NAME: SHOHET, H DATE OF THIS ESTIMATE 08/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 644,488.10 4,486,809.40 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 644,488.10 4,486,809.40 076 MOBILIZATION LS 870,000.0000 870,000.00 0.050 43,500.00 1.000 870,000.00 ORIGINAL CONTRACT AMOUNT 8,698,470.75 TOTAL WORK COMPLETED 687,988.10 5,356,809.40 MATERIALS ON HAND ON SITE 228,567.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -7.65 -20,152.93 TOTAL 687,980.45 5,565,223.47 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 EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/18/00 390 01/24/01 01/02/01 06/20/02 154 6 0 0 61% 43% PROGRESS IS SATISFACTORY SHOHET, H RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 08/23/01