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 11/21/02 EST. NO.07 TIME 11:59 AM R.E. NAME: MIKE ZEN 09-284604 --------------------------------------------------------------------------- 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 0044 695.95 E.W. @ F.A.(+) 090902 N SCI1 0 002 0001 70,872.17 A.C. @ U.P.(+) 102302 N 1 0 003 0001 67,472.72 A.C. @ U.P.(+) 102302 N 1 0 007 0012 3,344.81 E.W. @ F.A.(+) 090402 N GC0120 008 0008 366.56 E.W. @ F.A.(+) 062502 N GC0060 010 0001 1,046.76 E.W. @ F.A.(+) 072402 N PRS1 0 0002 785.06 072502 N PRS2 0 0003 6,230.19 072402 N GC0010 0004 4,322.79 072502 N GC0020 0005 1,809.81 073102 N GC0030 0006 3,058.45 080102 N GC0040 0007 826.06 080602 N GC0050 011 0001 3,811.75 E.W. @ F.A.(+) 081902 N GC0010 0002 2,439.78 082002 N GC0020 0003 444.29 060602 N GC0030 0004 1,213.80 061302 N GC0040 012 0007 5,871.56 E.W. @ F.A.(+) 090902 N GC0070 013 0001 3,593.93 E.W. @ F.A.(+) 092402 N GC0010 0002 749.92 100102 N GC0020 178,956.36 TOTAL THIS ESTIMATE 109,782.01 TOTAL PREVIOUS ESTIMATE 288,738.37 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 11/21/02 EST. NO.07 TIME 11:59 AM R.E. NAME: MIKE ZEN 09-284604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 04 REC'D PAYROLLS 10,000.00 06 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-284604 TIME 11:59 AM ESTIMATE NO. 07 BID OPENING 02/27/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/02 R.E. NAME: MIKE ZEN DATE OF THIS ESTIMATE 11/21/02 LOCATION PROGRESS ESTIMATE 09-MNO-203-4.8/8.7 ----------------- GRANITE CONSTRUCTION CO. IN MONO COUNTY IN AND NEAR PO BOX 50085 MAMMOTH LAKES FROM LAKE MARY ROAD WATSONVILLE, CA 95077-5085 TO ROUTE 395 FED. AID NO. ACST-P203(9)E ,P-P203(9)E REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,500.0000 1,500.00 1.000 1,500.00 002 TIME-RELATED OVERHEAD WDAY 2,300.0000 172,500.00 75.000 172,500.00 003 TEMPORARY SILT FENCE M 100.0000 7,200.00 72.000 7,200.00 004 TEMPORARY STRAW BALE EA 200.0000 2,800.00 14.000 2,800.00 005 TEMPORARY FILTER FABRIC M2 100.0000 1,700.00 17.000 1,700.00 006 TEMPORARY SAND BAG EA 100.0000 1,000.00 10.000 1,000.00 007 CONSTRUCTION AREA SIGNS LS 8,250.0000 8,250.00 1.000 8,250.00 (S) 008 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 009 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,500.0000 7,500.00 1.000 7,500.00 (S) 010 REMOVE TERMINAL SECTION EA 30.0000 60.00 2.000 60.00 (S) 011 REMOVE ROADSIDE SIGN EA 50.0000 6,000.00 115.000 5,750.00 012 REMOVE ROADSIDE SIGN EA 50.0000 100.00 2.000 100.00 (TURNABLE METAL POST) 013 REMOVE ASPHALT CONCRETE DIKE M 2.0000 12,200.00 6,092.000 12,184.00 014 REMOVE CURB (WOOD POST) M 17.0000 2,040.00 113.300 1,926.10 015 REMOVE ROCK LANDSCAPING M3 28.0000 924.00 33.000 924.00 016 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 200.0000 800.00 4.000 800.00 017 RECONSTRUCT METAL BEAM GUARD RAILING M 35.0000 11,550.00 343.000 12,005.00 (S) (WOOD POST) 018 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 240,000.00 119,681.000 239,362.00 (S) 019 ROADWAY EXCAVATION M3 25.0000 155,750.00 6,230.000 155,750.00 020 TOPSOIL M3 85.0000 12,750.00 150.000 12,750.00 (S) 021 EROSION CONTROL (BLANKET) M2 7.0000 8,120.00 1,217.000 8,519.00 (S) 022 100 MM PLASTIC PIPE (PR 315) M 50.0000 6,500.00 130.000 6,500.00 (S) (SUPPLY LINE) PROGRAM CAS145 PAGE 2 DATE 11/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-284604 TIME 11:59 AM ESTIMATE NO. 07 BID OPENING 02/27/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/02 R.E. NAME: MIKE ZEN DATE OF THIS ESTIMATE 11/21/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 SEAL RANDOM CRACKS LNKM 1,425.0000 38,475.00 27.000 38,475.00 024 ASPHALT CONCRETE TONN 51.0000 2,193,000.00 42,880.000 2,186,880.00 025 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 63.0000 3,717.00 18.000 1,134.00 AREA) 026 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 4,650.00 1,790.000 5,370.00 027 PLACE ASPHALT CONCRETE DIKE M 3.0000 10,380.00 3,529.000 10,587.00 (TYPE A, MODIFIED) 028 RUMBLE STRIP STA 90.0000 10,800.00 121.100 10,899.00 (AC, GROUND-IN INDENTATIONS) 029 CONCRETE PAVEMENT M3 310.0000 62,000.00 206.700 64,077.00 030 MINOR CONCRETE (MINOR STRUCTURE) M3 1,640.0000 27,880.00 17.000 27,880.00 (F) 031 MINOR CONCRETE (BACKFILL) M3 158.0000 20,540.00 121.450 19,189.10 032 ROADSIDE SIGN - ONE POST EA 220.0000 21,780.00 94.000 20,680.00 033 ROADSIDE SIGN - TWO POST EA 450.0000 5,850.00 11.000 4,950.00 034 ROADSIDE SIGN (TURNABLE METAL POST) EA 2,400.0000 4,800.00 2.000 4,800.00 035 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,800.00 20.000 2,000.00 METHOD) 036 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 1,000.0000 1,000.00 1.000 1,000.00 037 INSTALL ROADSIDE SIGN PANEL ON EA 40.0000 1,320.00 31.000 1,240.00 EXISTING POST 038 450 MM ALTERNATIVE PIPE CULVERT M 139.0000 19,460.00 131.100 18,222.90 039 600 MM ALTERNATIVE PIPE CULVERT M 180.0000 3,060.00 17.000 3,060.00 040 300 MM SLOTTED CORRUGATED STEEL PIPE M 239.0000 2,390.00 10.000 2,390.00 (1.63 MM THICK) 041 1775 MM X 1175 MM CORRUGATED STEEL PIPE M 316.0000 22,752.00 72.000 22,752.00 ARCH (3.51 MM THICK) 042 900 MM CORRUGATED STEEL PIPE INLET M 1,200.0000 1,800.00 1.500 1,800.00 (3.51 MM THICK) 043 450 MM ALTERNATIVE FLARED END SECTION EA 100.0000 100.00 1.000 100.00 044 600 MM ALTERNATIVE FLARED END SECTION EA 140.0000 140.00 1.000 140.00 045 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 126.0000 4,914.00 27.000 3,402.00 046 ROCK SLOPE PROTECTION M3 250.0000 5,750.00 39.200 9,800.00 (FACING, METHOD B) 047 ROCK SLOPE PROTECTION FABRIC M3 1.0000 160.00 154.100 154.10 048 MINOR CONCRETE (MISCELLANEOUS M3 1,000.0000 1,000.00 0.000 0.00 CONSTRUCTION) 049 MINOR CONCRETE (CURB AND GUTTER) M3 237.0000 75,840.00 377.000 89,349.00 PROGRAM CAS145 PAGE 3 DATE 11/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-284604 TIME 11:59 AM ESTIMATE NO. 07 BID OPENING 02/27/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/02 R.E. NAME: MIKE ZEN DATE OF THIS ESTIMATE 11/21/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 MISCELLANEOUS IRON AND STEEL KG 3.0000 3,177.00 1,059.000 3,177.00 (SF) 051 DELINEATOR (SPECIAL) EA 38.0000 9,880.00 241.000 9,158.00 052 MILEPOST MARKER EA 32.0000 480.00 15.000 480.00 053 SNOW POLE MARKER EA 38.0000 15,200.00 419.000 15,922.00 054 SNOW POLE SLEEVE (80 MM GALVANIZED M 32.0000 384.00 0.000 0.00 STEEL PIPE) 055 OBJECT MARKER (TYPE K-1) EA 30.0000 120.00 4.000 120.00 056 OBJECT MARKER (TYPE L-2) EA 30.0000 90.00 3.000 90.00 057 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 2,300.00 1.000 2,300.00 (S) 058 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 1,200.00 1.000 1,200.00 (S) 059 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 15,880.00 3,995.000 15,980.00 (S) (RECESSED, BROKEN 10.98 M - 3.66 M) 060 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 27,050.00 5,284.000 26,420.00 (S) (RECESSED) 061 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 108.00 27.000 108.00 (S) (RECESSED BROKEN 1.83M - 0.30M) 062 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 11,640.00 3,069.000 12,276.00 (S) (RECESSED,BROKEN 5.18M-2.14M) 063 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 17,280.00 26,378.000 15,826.80 (S) 064 200 MM THERMOPLASTIC TRAFFIC STRIPE M 7.5000 1,200.00 185.000 1,387.50 (S) (RECESSED) 065 PAVEMENT MARKINGS (TAPE) M2 60.0000 30,600.00 24.700 1,482.00 510.100 30,606.00 (S) 066 MODIFY SIGNAL LS 74,000.0000 74,000.00 0.950 70,300.00 (S) 067 MODIFY TRAFFIC MONITORING STATION LS 32,000.0000 32,000.00 0.800 25,600.00 (S) PROGRAM CAS145 PAGE 4 DATE 11/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-284604 TIME 11:59 AM ESTIMATE NO. 07 BID OPENING 02/27/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/02 R.E. NAME: MIKE ZEN DATE OF THIS ESTIMATE 11/21/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,482.00 3,515,362.50 ADJUSTMENT OF COMPENSATION 138,344.89 178,132.68 EXTRA WORK 40,611.47 110,605.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 180,438.36 3,804,100.87 068 MOBILIZATION LS 361,809.0000 361,809.00 1.000 361,809.00 ORIGINAL CONTRACT AMOUNT 3,884,000.00 TOTAL WORK COMPLETED 180,438.36 4,165,909.87 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 180,438.36 4,165,909.87 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 04/02/02 75 05/15/02 05/15/02 10/29/02 103 7 18 10 98% 100% PROGRESS UNSATISFACTORY MIKE ZEN RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 11/21/02