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 12/20/99 EST. NO.12 TIME 10:57 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 0072 467.36 E.W. @ F.A.(+) 051799 N 0 0073 355.35 061199 N 0 002 0004 134.40 E.W. @ U.P (+) VAR N 002110 0005 100.80 VAR N 002110 0006 11.20 VAR N 002110 003 0015 3,622.50 E.W. @ F.A.(+) 051899 N 0 0016 1,207.50 052199 N 0 0017 2,674.59 071399 N 0 0018 1,157.25 VAR N 0 0019 2,898.00 110399 N 0 005 0001 37,438.78 A.C. @ U.P.(+) VAR N 0 017 0001 9,500.00 E.W. @ L.S.(+) VAR N 0 018 0001 15,600.00 E.W. @ L.S.(+) VAR N 0 75,167.73 TOTAL THIS ESTIMATE 107,126.86 TOTAL PREVIOUS ESTIMATE 182,294.59 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 12/20/99 EST. NO.12 TIME 10:57 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 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-359114 TIME 10:57 AM ESTIMATE NO. 12 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 12/20/99 R.E. NAME: MICHAEL GARRETT DATE OF THIS ESTIMATE 12/20/99 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 1.000 5,500.00 (S) 003 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 0.050 3,000.00 1.000 60,000.00 (S) 004 TYPE III BARRICADE EA 90.0000 2,520.00 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 19,500.00 690.000 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 2,590.814 59,588.72 011 TEMPORARY CRASH CUSHION MODULE EA 200.0000 24,000.00 113.000 22,600.00 012 REMOVE PAINTED TRAFFIC STRIPE M 2.2000 19,206.00 5,329.010 11,723.82 013 REMOVE PAVEMENT MARKER EA 1.0500 798.00 746.000 783.30 014 REMOVE ASPHALT CONCRETE DIKE M 1.0000 4,210.00 4,210.070 4,210.07 015 RECONSTRUCT METAL BEAM GUARD RAILING M 63.0000 24,570.00 274.320 17,282.16 016 RESET MAILBOX EA 290.0000 290.00 1.000 290.00 017 RESET OVERSIDE DRAIN EA 375.0000 10,500.00 25.000 9,375.00 018 RELOCATE DELINEATOR EA 26.0000 104.00 4.000 104.00 019 RELOCATE ROADSIDE SIGN EA 100.0000 500.00 9.000 900.00 020 ADJUST MONUMENT COVER EA 350.0000 350.00 0.000 0.00 021 ADJUST INLET TO GRADE EA 1,500.0000 6,000.00 3.000 4,500.00 022 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 9,360.00 4,778.120 9,556.24 (S) (45 MM MAXIMUM) PROGRAM CAS145 PAGE 2 DATE 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-359114 TIME 10:57 AM ESTIMATE NO. 12 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 12/20/99 R.E. NAME: MICHAEL GARRETT DATE OF THIS ESTIMATE 12/20/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 107,000.00 109,552.895 109,552.90 (S) (60 MM MAXIMUM) 024 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 68,100.00 63,751.700 63,751.70 (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 1,045.000 4,180.00 (S) AND BASE (225 MM MAXIMUM) 027 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 13,200.00 2,201.500 13,209.00 (S) AND BASE (300 MM MAXIMUM) 028 REMOVE CONCRETE (CURB, GUTTER, AND M3 250.0000 15,250.00 68.498 17,124.50 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 1.000 60,000.00 031 BRIDGE REMOVAL (PORTION), LOCATION B LS 5,250.0000 5,250.00 1.000 5,250.00 032 BRIDGE REMOVAL (PORTION), LOCATION C LS 5,250.0000 5,250.00 1.000 5,250.00 033 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 034 ROADWAY EXCAVATION M3 17.0000 80,070.00 4,703.000 79,951.00 035 SHOULDER BACKING STA 170.0000 16,490.00 94.000 15,980.00 036 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 46,600.00 466.000 46,600.00 (F) 037 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 52,400.00 524.000 52,400.00 (F) 038 IMPORTED BORROW M3 22.0000 84,480.00 4,654.900 102,407.80 039 MULCH M3 37.0000 22,200.00 486.000 17,982.00 (S) 040 FIBER (EROSION CONTROL) KG 0.2500 1,000.00 4,000.000 1,000.00 (S) 041 PURE LIVE SEED (EROSION CONTROL) KG 52.5000 1,050.00 20.000 1,050.00 (S) 042 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0500 1,050.00 1,000.000 1,050.00 (S) 043 STABILIZING EMULSION (EROSION CONTROL) KG 7.3500 1,764.00 240.000 1,764.00 (S) 044 PLANT (GROUP A) EA 9.5000 1,805.00 188.000 1,786.00 (S) 045 PLANT (GROUP B) EA 20.0000 8,800.00 431.000 8,620.00 (S) 046 PLANT (GROUP U) EA 90.0000 9,900.00 112.000 10,080.00 (S) 047 MAINTAIN EXISTING PLANTS LS 2,100.0000 2,100.00 0.600 1,260.00 (S) 048 PLANT ESTABLISHMENT WORK LS 2,520.0000 2,520.00 0.040 100.80 0.080 201.60 (S) 049 IRRIGATION SYSTEM LS 13,000.0000 13,000.00 1.000 13,000.00 (S) PROGRAM CAS145 PAGE 3 DATE 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-359114 TIME 10:57 AM ESTIMATE NO. 12 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 12/20/99 R.E. NAME: MICHAEL GARRETT DATE OF THIS ESTIMATE 12/20/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 672.00 (S) 051 CLASS 2 AGGREGATE BASE M3 41.0000 113,980.00 2,046.270 83,897.07 052 REPLACE ASPHALT CONCRETE SURFACING M3 122.0000 298,900.00 2,500.048 305,005.86 053 ASPHALT CONCRETE TONN 34.0000 1611,600.00 -192.690 -6,551.46 51,224.090 1,741,619.06 054 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 131.0000 17,030.00 173.180 22,686.58 AREA) 055 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.0000 54.00 28.000 56.00 056 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.0000 300.00 139.000 278.00 057 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.0000 10,100.00 4,984.000 9,968.00 058 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.0000 140.00 137.000 274.00 059 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 157,500.00 225.000 157,500.00 (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 14,900.00 298.000 14,900.00 065 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 12.000 11,400.00 (S) GIRDER 068 REFINISH BRIDGE DECK M2 250.0000 24,000.00 96.000 24,000.00 069 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 80,400.00 40,200.000 80,400.00 (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 15.510 10,857.00 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 32.000 960.00 074 METAL BEAM GUARD RAILING M 115.0000 21,850.00 160.200 18,423.00 (S) 075 CONCRETE BARRIER (TYPE 25) M 200.0000 36,000.00 180.000 36,000.00 (F) 076 CONCRETE BARRIER (TRANSITION) M 2,200.0000 13,200.00 6.000 13,200.00 (F) PROGRAM CAS145 PAGE 4 DATE 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-359114 TIME 10:57 AM ESTIMATE NO. 12 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 12/20/99 R.E. NAME: MICHAEL GARRETT DATE OF THIS ESTIMATE 12/20/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 3,480.00 (S) 079 CABLE ANCHOR ASSEMBLY EA 525.0000 3,150.00 6.000 3,150.00 (S) (BREAKAWAY, TYPE B) 080 TERMINAL SECTION (TYPE B) EA 85.0000 1,020.00 12.000 1,020.00 (S) 081 END SECTION EA 32.0000 192.00 6.000 192.00 (S) 082 TERMINAL SYSTEM (TYPE SRT) EA 24.0000 288.00 12.000 288.00 (S) 083 RETURN SECTION EA 135.0000 1,350.00 8.000 1,080.00 (S) 084 CRASH CUSHION, SAND FILLED EA 4,100.0000 41,000.00 10.000 41,000.00 (S) 085 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 12,150.00 271.200 12,204.00 (S) 086 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.8000 40,240.00 46,011.000 36,808.80 (S) 087 PAVEMENT MARKER (REFLECTIVE) EA 3.8000 10,450.00 2,522.000 9,583.60 (S) 088 SIGNAL AND LIGHTING LS 96,000.0000 96,000.00 0.050 4,800.00 1.000 96,000.00 (S) 089 LIGHTING LS 160,000.0000 160,000.00 0.050 8,000.00 1.000 160,000.00 (S) 090 TRAFFIC MONITORING STATION LS 38,000.0000 38,000.00 1.000 38,000.00 (S) PROGRAM CAS145 PAGE 5 DATE 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-359114 TIME 10:57 AM ESTIMATE NO. 12 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 12/20/99 R.E. NAME: MICHAEL GARRETT DATE OF THIS ESTIMATE 12/20/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 9,899.34 4,208,429.57 ADJUSTMENT OF COMPENSATION 37,438.78 37,438.78 EXTRA WORK 37,728.95 144,855.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 85,067.07 4,390,724.16 091 MOBILIZATION LS 334,430.0000 334,430.00 1.000 334,430.00 ORIGINAL CONTRACT AMOUNT 4,460,214.00 TOTAL WORK COMPLETED 85,067.07 4,725,154.16 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 85,067.07 4,725,154.16 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 03/29/99 00/00/00 12/22/99 178 56 0 21 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY MICHAEL GARRETT RESIDENT ENGINEER PROGRAM CAS145 PAGE 18 DATE 12/20/99