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 03/23/01 EST. NO.04 TIME 09:26 AM R.E. NAME: MCALLISTER, JIM 07-191004 --------------------------------------------------------------------------- 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 0008 290.22 E.W. @ F.A.(+) 020901 N 0 0009 1,455.66 021401 N 0 0010 290.22 020801 N 0 0011 290.22 020701 N 0 0012 290.22 020601 N 0 0013 290.22 020501 N 0 0014 290.22 020201 N 0 3,196.98 TOTAL THIS ESTIMATE 4,074.88 TOTAL PREVIOUS ESTIMATE 7,271.86 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 03/23/01 EST. NO.04 TIME 09:26 AM R.E. NAME: MCALLISTER, JIM 07-191004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 025 -1,000.00 03 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 03/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-191004 TIME 09:26 AM ESTIMATE NO. 04 BID OPENING 10/12/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MCALLISTER, JIM DATE OF THIS ESTIMATE 03/23/01 LOCATION PROGRESS ESTIMATE 07-LA-405-37.0/39.0 ----------------- SECURITY PAVING COMPANY, INC IN LOS ANGELES COUNTY IN SHERMAN P.O. BOX 1489 OAKS FROM 0.1 KM N OF MULHOLLAND SUN VALLEY, CA 91353-1489 DRIVE OVERCROSSING TO 0.3 KM N OF SEPULVEDA BOULEVARD UNDERCROSSING FED. AID NO. ACIM-405 -3(999)153,ACIM-405 -3(999)E ADD AUXILLIARY LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 17,500.0000 17,500.00 0.500 8,750.00 002 TIME-RELATED OVERHEAD WDAY 500.0000 125,000.00 18.000 9,000.00 59.000 29,500.00 003 PREPARE STORM WATER POLLUTION LS 6,000.0000 6,000.00 0.500 3,000.00 0.500 3,000.00 PREVENTION PLAN 004 WATER POLLUTION CONTROL LS 35,000.0000 35,000.00 0.150 5,250.00 0.250 8,750.00 005 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.500 10,000.00 (S) 006 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.080 6,000.00 0.160 12,000.00 (S) 007 TEMPORARY TRAFFIC STRIPE (TAPE) M 2.5000 7,200.00 0.000 0.00 008 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 1,755.00 19.000 855.00 009 TEMPORARY PAVEMENT MARKER EA 3.2500 3,705.00 0.000 0.00 010 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 1,000.00 0.000 0.00 011 TEMPORARY RAILING (TYPE K) M 49.7000 163,016.00 274.000 13,617.80 (S) 012 TEMPORARY CRASH CUSHION MODULE EA 210.0000 2,310.00 28.000 5,880.00 (S) 013 REMOVE TRAFFIC STRIPE M 1.2500 9,912.50 229.000 286.25 014 REMOVE TRAFFIC STRIPE (YELLOW) M 2.2000 7,766.00 0.000 0.00 015 REMOVE PAVEMENT MARKER EA 0.5500 2,700.50 0.000 0.00 016 REMOVE ROADSIDE SIGN (WOOD POST) EA 325.0000 2,925.00 3.000 975.00 017 REMOVE SIGN STRUCTURE EA 6,000.0000 6,000.00 0.000 0.00 018 REMOVE PIPE M 125.0000 5,000.00 4.700 587.50 4.700 587.50 019 REMOVE 200 MM PERFORATED STEEL PIPE M 15.0000 36,150.00 1,200.000 18,000.00 1,755.000 26,325.00 020 REMOVE INLET EA 900.0000 16,200.00 0.000 0.00 021 SALVAGE METAL HANDRAIL M 27.0000 2,538.00 0.000 0.00 022 SALVAGE METAL BEAM GUARD RAILING M 18.0000 2,520.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 2 DATE 03/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-191004 TIME 09:26 AM ESTIMATE NO. 04 BID OPENING 10/12/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MCALLISTER, JIM DATE OF THIS ESTIMATE 03/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE M3 85.0000 4,590.00 0.000 0.00 024 BRIDGE REMOVAL (PORTION) LS 7,500.0000 7,500.00 0.000 0.00 025 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.100 2,000.00 026 ROADWAY EXCAVATION (AERIALLY M3 128.5000 633,505.00 0.000 0.00 DEPOSITED LEAD) 027 ROADWAY EXCAVATION M3 24.0000 125,520.00 0.000 0.00 028 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 21,250.00 57.000 2,850.00 285.000 14,250.00 029 STRUCTURE EXCAVATION (RETAINING WALL) M3 46.0000 31,326.00 271.000 12,466.00 030 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 173.0000 21,452.00 0.000 0.00 031 STRUCTURE BACKFILL (BRIDGE) M3 56.0000 40,880.00 110.000 6,160.00 110.000 6,160.00 032 STRUCTURE BACKFILL (RETAINING WALL) M3 67.0000 29,882.00 105.000 7,035.00 105.000 7,035.00 033 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 125.0000 2,250.00 0.000 0.00 034 SOIL NAIL ASSEMBLY M 62.0000 167,524.00 0.000 0.00 (S) 035 HIGHWAY PLANTING LS 34,000.0000 34,000.00 0.000 0.00 (S) 036 FIBER (EROSION CONTROL) KG 2.7500 1,705.00 0.000 0.00 (S) 037 MECHANICALLY BONDED FIBER MATRIX KG 5.1000 24,276.00 0.000 0.00 (S) 038 COMPOST (EROSION CONTROL) KG 1.1000 2,244.00 0.000 0.00 (S) 039 PURE LIVE SEED (EROSION CONTROL) KG 90.0000 5,850.00 0.000 0.00 (S) 040 PLANT ESTABLISHMENT WORK LS 13,500.0000 13,500.00 0.000 0.00 (S) 041 IRRIGATION SYSTEM LS 15,000.0000 15,000.00 0.000 0.00 (S) 042 EXTEND 200 MM CONDUIT M 485.0000 9,700.00 0.000 0.00 (S) 043 CLASS 3 AGGREGATE BASE M3 18.8000 63,168.00 0.000 0.00 044 LEAN CONCRETE BASE M3 97.0000 227,950.00 0.000 0.00 045 ASPHALT CONCRETE (TYPE B) TONN 38.0000 6,080.00 0.000 0.00 046 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.7500 7,012.50 0.000 0.00 047 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.7500 120.00 0.000 0.00 048 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.7500 75.00 0.000 0.00 049 CONCRETE PAVEMENT M3 110.0000 430,100.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 03/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-191004 TIME 09:26 AM ESTIMATE NO. 04 BID OPENING 10/12/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MCALLISTER, JIM DATE OF THIS ESTIMATE 03/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CONCRETE PAVEMENT (FAST SETTING M3 928.0000 139,200.00 0.000 0.00 HYDRAULIC CEMENT CONCRETE) 051 PROFILE GRINDING M 6.0000 18,120.00 0.000 0.00 052 406 MM CAST-IN-DRILLED-HOLE CONCRETE M 170.0000 56,100.00 0.000 0.00 (S) PILING (SOUND WALL) 053 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 305.0000 42,090.00 40.000 12,200.00 64.300 19,611.50 054 STRUCTURAL CONCRETE, BRIDGE M3 685.0000 178,785.00 11.800 8,083.00 11.800 8,083.00 055 STRUCTURAL CONCRETE, RETAINING WALL M3 445.0000 101,905.00 24.000 10,680.00 122.000 54,290.00 056 STRUCTURAL CONCRETE, SOIL NAIL WALL M3 675.0000 114,075.00 0.000 0.00 057 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 8,250.00 0.000 0.00 (TYPE N) 058 MINOR CONCRETE (MINOR STRUCTURE) M3 1,700.0000 78,200.00 11.470 19,499.00 11.470 19,499.00 059 ARCHITECTURAL TREATMENT M2 65.0000 13,585.00 0.000 0.00 060 DRILL AND BOND DOWEL M 50.0000 7,200.00 28.200 1,410.00 28.200 1,410.00 061 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,500.0000 54,000.00 0.000 0.00 (S) GIRDER (25 M - 30 M) 062 ERECT PRECAST CONCRETE GIRDER EA 2,200.0000 8,800.00 0.000 0.00 (S) 063 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 137.0000 96,585.00 0.000 0.00 (S) 064 JOINT SEAL (MR 15 MM) M 150.0000 1,800.00 0.000 0.00 (S) 065 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 77,560.00 7,740.000 10,836.00 11,160.000 15,624.00 (S) 066 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4000 18,396.00 5,080.000 7,112.00 (S) 067 BAR REINFORCING STEEL, SOIL NAIL WALL KG 1.4000 24,066.00 0.000 0.00 (S) 068 SHOTCRETE M3 400.0000 33,600.00 0.000 0.00 069 FURNISH SIGN STRUCTURE (TRUSS) KG 4.8500 116,885.00 0.000 0.00 (S) 070 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4500 10,845.00 0.000 0.00 (S) 071 920 MM CAST-IN-DRILLED-HOLE M 325.0000 5,850.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 072 ROADSIDE SIGN - ONE POST EA 220.0000 880.00 0.000 0.00 073 ROADSIDE SIGN - TWO POST EA 890.0000 7,120.00 0.000 0.00 074 INSTALL BLANK SIGN OVERLAY M2 200.0000 840.00 0.000 0.00 075 450 MM ALTERNATIVE PIPE CULVERT M 375.0000 21,750.00 0.000 0.00 076 600 MM ALTERNATIVE PIPE CULVERT M 315.0000 135,450.00 25.200 7,938.00 25.200 7,938.00 PROGRAM CAS145 PAGE 4 DATE 03/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-191004 TIME 09:26 AM ESTIMATE NO. 04 BID OPENING 10/12/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MCALLISTER, JIM DATE OF THIS ESTIMATE 03/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 450 MM REINFORCED CONCRETE PIPE M 390.0000 2,730.00 6.100 2,379.00 6.100 2,379.00 078 600 MM REINFORCED CONCRETE PIPE M 930.0000 13,020.00 0.000 0.00 079 675 MM REINFORCED CONCRETE PIPE M 525.0000 3,675.00 0.000 0.00 080 450 MM CORRUGATED STEEL PIPE M 1,060.0000 6,360.00 0.000 0.00 (2.01 MM THICK) 081 600 MM CORRUGATED STEEL PIPE M 930.0000 5,580.00 2.300 2,139.00 2.300 2,139.00 (2.01 MM THICK) 082 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 128.0000 304,640.00 0.000 0.00 (2.01 MM THICK) 083 200 MM NON-PERFORATED STEEL PIPE M 200.0000 17,400.00 0.000 0.00 UNDERDRAIN (2.01 MM THICK) 084 80 MM PLASTIC PIPE (EDGE DRAIN) M 46.0000 69,460.00 0.000 0.00 085 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 75.0000 1,950.00 0.000 0.00 086 900 MM CORRUGATED STEEL PIPE RISER M 500.0000 7,500.00 0.000 0.00 (2.01 MM THICK) 087 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 16,800.00 0.000 0.00 CONSTRUCTION) 088 MINOR CONCRETE (GUTTER) M 60.0000 18,300.00 0.000 0.00 (F) 089 MISCELLANEOUS IRON AND STEEL KG 3.0000 18,120.00 1,425.000 4,275.00 1,425.000 4,275.00 (S) 090 METAL BEAM GUARD RAILING M 82.0000 1,640.00 0.000 0.00 091 CONCRETE BARRIER (TYPE 25R) M 260.0000 22,880.00 0.000 0.00 092 CONCRETE BARRIER (TYPE 27B) M 320.0000 18,240.00 0.000 0.00 093 CONCRETE BARRIER (TYPE 27SV) M 425.0000 39,950.00 0.000 0.00 094 CABLE RAILING M 27.6500 8,433.25 0.000 0.00 (S) 095 TERMINAL SYSTEM (TYPE SRT) EA 1,900.0000 1,900.00 0.000 0.00 (S) 096 CONCRETE BARRIER (TYPE 60D) M 145.0000 69,600.00 0.000 0.00 097 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 5,157.00 0.000 0.00 (S) 098 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.3500 869.50 0.000 0.00 (S) 099 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.3500 5,076.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 100 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 8,400.00 0.000 0.00 (S) (BROKEN 10.98 M - 3.66 M) 101 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 483.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 102 PAINT TRAFFIC STRIPE (2-COAT) M 0.9200 3,634.00 806.000 741.52 (S) 103 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 6,112.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 03/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-191004 TIME 09:26 AM ESTIMATE NO. 04 BID OPENING 10/12/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MCALLISTER, JIM DATE OF THIS ESTIMATE 03/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8000 6,574.00 0.000 0.00 (S) 105 FLASHING BEACON AND SIGN ILLUMINATION LS 87,000.0000 87,000.00 0.100 8,700.00 0.100 8,700.00 (S) 106 INDUCTIVE LOOP DETECTOR AND LIGHTING LS 30,000.0000 30,000.00 0.300 9,000.00 0.300 9,000.00 (S) PROGRAM CAS145 PAGE 6 DATE 03/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-191004 TIME 09:26 AM ESTIMATE NO. 04 BID OPENING 10/12/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: MCALLISTER, JIM DATE OF THIS ESTIMATE 03/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 155,021.50 323,239.57 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,196.98 7,271.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 158,218.48 330,511.43 107 MOBILIZATION LS 470,000.0000 470,000.00 0.500 235,000.00 0.500 235,000.00 ORIGINAL CONTRACT AMOUNT 5,139,078.25 TOTAL WORK COMPLETED 393,218.48 565,511.43 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,000.00 TOTAL 393,218.48 564,511.43 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 025 CLEARING AND GRUBBING 10,000.00 20,000.00 10,000.00 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 11/15/00 370 12/07/00 00/00/00 06/19/02 59 16 0 0 11% 24% PROGRESS IS SATISFACTORY MCALLISTER, JIM RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 03/23/01