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 05/24/99 EST. NO.06 TIME 10:22 AM R.E. NAME: MICHAEL GARRETT 06-359114 --------------------------------------------------------------------------- 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 0007-1 -1,366.08 E.W. @ F.A.(+) VAR N 002110 DAO CORRECTING ENTRY 0007-2 2,401.08 VAR N 002110 DAO CORRECTING ENTRY 008 0001 2,117.00 E.W. @ L.S.(+) VAR Y 000000 3,152.00 TOTAL THIS ESTIMATE 8,497.52 TOTAL PREVIOUS ESTIMATE 11,649.52 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 05/24/99 EST. NO.06 TIME 10:22 AM R.E. NAME: MICHAEL GARRETT 06-359114 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/24/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-359114 TIME 10:22 AM ESTIMATE NO. 06 BID OPENING 09/30/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/99 R.E. NAME: MICHAEL GARRETT DATE OF THIS ESTIMATE 05/24/99 LOCATION PROGRESS ESTIMATE 06-TUL-65-R15.0/20.7 ----------------- GRANITE CONSTRUCTION COMPANY IN TULARE COUNTY IN AND NEAR P O BOX 50085 PORTERVILLE FROM 1.0 KM SOUTH WATSONVILLE CA 950775085 OF AVENUE 124 TO WESTFIELD AVENUE FED. AID NO. ACNH-P065(53)E ASPHALT CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (TYPE CL-1.8) M 26.0000 3,380.00 102.413 2,662.74 002 CONSTRUCTION AREA SIGNS LS 5,500.0000 5,500.00 0.100 550.00 0.800 4,400.00 (S) 003 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 0.200 12,000.00 0.500 30,000.00 (S) 004 TYPE III BARRICADE EA 90.0000 2,520.00 14.000 1,260.00 28.000 2,520.00 005 TEMPORARY PAVEMENT MARKING (TAPE) M2 110.0000 616.00 5.560 611.60 006 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.8500 6,851.00 6,757.000 5,743.45 007 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 19,500.00 320.000 9,600.00 690.000 20,700.00 008 TEMPORARY PAVEMENT MARKER EA 4.2000 3,276.00 785.000 3,297.00 009 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 10,000.00 2.000 10,000.00 010 TEMPORARY RAILING (TYPE K) M 23.0000 59,340.00 396.240 9,113.52 2,212.864 50,895.87 011 TEMPORARY CRASH CUSHION MODULE EA 200.0000 24,000.00 89.000 17,800.00 012 REMOVE PAINTED TRAFFIC STRIPE M 2.2000 19,206.00 4,545.600 10,000.32 013 REMOVE PAVEMENT MARKER EA 1.0500 798.00 746.000 783.30 014 REMOVE ASPHALT CONCRETE DIKE M 1.0000 4,210.00 3,321.070 3,321.07 3,419.070 3,419.07 015 RECONSTRUCT METAL BEAM GUARD RAILING M 63.0000 24,570.00 45.720 2,880.36 45.720 2,880.36 016 RESET MAILBOX EA 290.0000 290.00 0.000 0.00 017 RESET OVERSIDE DRAIN EA 375.0000 10,500.00 0.000 0.00 018 RELOCATE DELINEATOR EA 26.0000 104.00 0.000 0.00 019 RELOCATE ROADSIDE SIGN EA 100.0000 500.00 4.000 400.00 020 ADJUST MONUMENT COVER EA 350.0000 350.00 0.000 0.00 021 ADJUST INLET TO GRADE EA 1,500.0000 6,000.00 0.000 0.00 022 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 9,360.00 4,672.000 9,344.00 4,778.120 9,556.24 (S) (45 MM MAXIMUM) PROGRAM CAS145 PAGE 2 DATE 05/24/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-359114 TIME 10:22 AM ESTIMATE NO. 06 BID OPENING 09/30/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/99 R.E. NAME: MICHAEL GARRETT DATE OF THIS ESTIMATE 05/24/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 107,000.00 49,580.840 49,580.84 49,580.840 49,580.84 (S) (60 MM MAXIMUM) 024 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 68,100.00 46,921.600 46,921.60 46,921.600 46,921.60 (S) (90 MM MAXIMUM) 025 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 10,320.00 0.000 0.00 (S) (30 MM MAXIMUM) 026 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 3,680.00 0.000 0.00 (S) AND BASE (225 MM MAXIMUM) 027 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 13,200.00 0.000 0.00 (S) AND BASE (300 MM MAXIMUM) 028 REMOVE CONCRETE (CURB, GUTTER, AND M3 250.0000 15,250.00 59.688 14,922.00 SIDEWALK) 029 SALVAGE RAILING (TUBULAR) M 20.0000 3,800.00 190.000 3,800.00 030 BRIDGE REMOVAL (PORTION), LOCATION A LS 60,000.0000 60,000.00 0.650 39,000.00 031 BRIDGE REMOVAL (PORTION), LOCATION B LS 5,250.0000 5,250.00 1.000 5,250.00 1.000 5,250.00 032 BRIDGE REMOVAL (PORTION), LOCATION C LS 5,250.0000 5,250.00 1.000 5,250.00 1.000 5,250.00 033 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.150 1,500.00 1.000 10,000.00 034 ROADWAY EXCAVATION M3 17.0000 80,070.00 1,415.000 24,055.00 4,703.000 79,951.00 035 SHOULDER BACKING STA 170.0000 16,490.00 0.000 0.00 036 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 46,600.00 466.000 46,600.00 (F) 037 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 52,400.00 209.000 20,900.00 524.000 52,400.00 (F) 038 IMPORTED BORROW M3 22.0000 84,480.00 2,214.900 48,727.80 4,654.900 102,407.80 039 MULCH M3 37.0000 22,200.00 0.000 0.00 (S) 040 FIBER (EROSION CONTROL) KG 0.2500 1,000.00 0.000 0.00 (S) 041 PURE LIVE SEED (EROSION CONTROL) KG 52.5000 1,050.00 0.000 0.00 (S) 042 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0500 1,050.00 0.000 0.00 (S) 043 STABILIZING EMULSION (EROSION CONTROL) KG 7.3500 1,764.00 0.000 0.00 (S) 044 PLANT (GROUP A) EA 9.5000 1,805.00 0.000 0.00 (S) 045 PLANT (GROUP B) EA 20.0000 8,800.00 0.000 0.00 (S) 046 PLANT (GROUP U) EA 90.0000 9,900.00 0.000 0.00 (S) 047 MAINTAIN EXISTING PLANTS LS 2,100.0000 2,100.00 0.000 0.00 (S) 048 PLANT ESTABLISHMENT WORK LS 2,520.0000 2,520.00 0.000 0.00 (S) 049 IRRIGATION SYSTEM LS 13,000.0000 13,000.00 0.150 1,950.00 (S) PROGRAM CAS145 PAGE 3 DATE 05/24/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-359114 TIME 10:22 AM ESTIMATE NO. 06 BID OPENING 09/30/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/99 R.E. NAME: MICHAEL GARRETT DATE OF THIS ESTIMATE 05/24/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 100 MM CONDUIT M 112.0000 672.00 0.000 0.00 (S) 051 CLASS 2 AGGREGATE BASE M3 41.0000 113,980.00 1,757.910 72,074.31 2,046.270 83,897.07 052 REPLACE ASPHALT CONCRETE SURFACING M3 122.0000 298,900.00 1,852.240 225,973.28 1,852.240 225,973.28 053 ASPHALT CONCRETE TONN 34.0000 1611,600.00 7,087.660 240,980.44 7,869.820 267,573.88 054 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 131.0000 17,030.00 0.000 0.00 AREA) 055 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.0000 54.00 0.000 0.00 056 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.0000 300.00 0.000 0.00 057 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.0000 10,100.00 0.000 0.00 058 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.0000 140.00 0.000 0.00 059 FURNISH PILING (CLASS 400) M 56.0000 44,240.00 790.000 44,240.00 060 DRIVE PILE (CLASS 400) EA 2,520.0000 181,440.00 72.000 181,440.00 (S) 061 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 700.0000 70,000.00 100.000 70,000.00 (F) 062 STRUCTURAL CONCRETE, BRIDGE M3 700.0000 157,500.00 30.000 21,000.00 210.280 147,196.00 (F) 063 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 2,000.00 1.000 2,000.00 (F) 064 DRILL AND BOND DOWEL M 50.0000 14,900.00 44.700 2,235.00 253.300 12,665.00 065 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,500.0000 33,000.00 6.000 33,000.00 GIRDER (10 M - 15 M) 066 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,500.0000 39,000.00 6.000 39,000.00 GIRDER (15 M - 20 M) 067 ERECT PRECAST PRESTRESSED CONCRETE EA 950.0000 11,400.00 4.000 3,800.00 12.000 11,400.00 (S) GIRDER 068 REFINISH BRIDGE DECK M2 250.0000 24,000.00 78.000 19,500.00 069 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 80,400.00 38,200.000 76,400.00 (SF) 070 450 MM PLASTIC PIPE M 180.0000 4,680.00 25.000 4,500.00 071 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 10,500.00 0.000 0.00 CONSTRUCTION) 072 MISCELLANEOUS IRON AND STEEL KG 1.0000 148.00 148.000 148.00 (F) 073 DELINEATOR (CLASS 1) EA 30.0000 960.00 0.000 0.00 074 METAL BEAM GUARD RAILING M 115.0000 21,850.00 160.200 18,423.00 160.200 18,423.00 (S) 075 CONCRETE BARRIER (TYPE 25) M 200.0000 36,000.00 120.000 24,000.00 120.000 24,000.00 (F) 076 CONCRETE BARRIER (TRANSITION) M 2,200.0000 13,200.00 6.000 13,200.00 6.000 13,200.00 (F) PROGRAM CAS145 PAGE 4 DATE 05/24/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-359114 TIME 10:22 AM ESTIMATE NO. 06 BID OPENING 09/30/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/99 R.E. NAME: MICHAEL GARRETT DATE OF THIS ESTIMATE 05/24/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 DOUBLE ANCHOR CABLE ANCHOR ASSEMBLY EA 630.0000 2,520.00 0.000 0.00 (S) 078 SINGLE ANCHOR CABLE ANCHOR ASSEMBLY EA 580.0000 3,480.00 4.000 2,320.00 4.000 2,320.00 (S) 079 CABLE ANCHOR ASSEMBLY EA 525.0000 3,150.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) 080 TERMINAL SECTION (TYPE B) EA 85.0000 1,020.00 12.000 1,020.00 12.000 1,020.00 (S) 081 END SECTION EA 32.0000 192.00 0.000 0.00 (S) 082 TERMINAL SYSTEM (TYPE SRT) EA 24.0000 288.00 6.000 144.00 6.000 144.00 (S) 083 RETURN SECTION EA 135.0000 1,350.00 4.000 540.00 4.000 540.00 (S) 084 CRASH CUSHION, SAND FILLED EA 4,100.0000 41,000.00 0.000 0.00 (S) 085 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 12,150.00 0.000 0.00 (S) 086 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.8000 40,240.00 0.000 0.00 (S) 087 PAVEMENT MARKER (REFLECTIVE) EA 3.8000 10,450.00 0.000 0.00 (S) 088 SIGNAL AND LIGHTING LS 96,000.0000 96,000.00 0.380 36,480.00 0.700 67,200.00 (S) 089 LIGHTING LS 160,000.0000 160,000.00 0.510 81,600.00 0.880 140,800.00 (S) 090 TRAFFIC MONITORING STATION LS 38,000.0000 38,000.00 0.700 26,600.00 0.700 26,600.00 (S) PROGRAM CAS145 PAGE 5 DATE 05/24/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-359114 TIME 10:22 AM ESTIMATE NO. 06 BID OPENING 09/30/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/99 R.E. NAME: MICHAEL GARRETT DATE OF THIS ESTIMATE 05/24/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,020,644.22 2,146,883.42 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,152.00 11,649.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,023,796.22 2,158,532.94 091 MOBILIZATION LS 334,430.0000 334,430.00 0.950 317,708.50 ORIGINAL CONTRACT AMOUNT 4,460,214.00 TOTAL WORK COMPLETED 1,023,796.22 2,476,241.44 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,023,796.22 2,476,241.44 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 10/26/98 410 00/00/00 00/00/00 11/17/99 38 53 0 0 54% 24% PROGRESS IS SATISFACTORY MICHAEL GARRETT RESIDENT ENGINEER PROGRAM CAS145 PAGE 21 DATE 05/24/99