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 05/21/02 EST. NO.01 TIME 02:16 PM R.E. NAME: DANIEL DEYO 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 --------------------------------------------------------------------------- *** 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 05/21/02 EST. NO.01 TIME 02:16 PM R.E. NAME: DANIEL DEYO 09-284604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-284604 TIME 02:16 PM ESTIMATE NO. 01 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 05/20/02 R.E. NAME: DANIEL DEYO DATE OF THIS ESTIMATE 05/21/02 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 0.000 0.00 002 TIME-RELATED OVERHEAD WDAY 2,300.0000 172,500.00 4.000 9,200.00 4.000 9,200.00 003 TEMPORARY SILT FENCE M 100.0000 7,200.00 0.000 0.00 004 TEMPORARY STRAW BALE EA 200.0000 2,800.00 0.000 0.00 005 TEMPORARY FILTER FABRIC M2 100.0000 1,700.00 0.000 0.00 006 TEMPORARY SAND BAG EA 100.0000 1,000.00 0.000 0.00 007 CONSTRUCTION AREA SIGNS LS 8,250.0000 8,250.00 0.750 6,187.50 0.750 6,187.50 (S) 008 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.000 0.00 (S) 009 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,500.0000 7,500.00 0.000 0.00 (S) 010 REMOVE TERMINAL SECTION EA 30.0000 60.00 0.000 0.00 (S) 011 REMOVE ROADSIDE SIGN EA 50.0000 6,000.00 0.000 0.00 012 REMOVE ROADSIDE SIGN EA 50.0000 100.00 0.000 0.00 (TURNABLE METAL POST) 013 REMOVE ASPHALT CONCRETE DIKE M 2.0000 12,200.00 0.000 0.00 014 REMOVE CURB (WOOD POST) M 17.0000 2,040.00 0.000 0.00 015 REMOVE ROCK LANDSCAPING M3 28.0000 924.00 0.000 0.00 016 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 200.0000 800.00 0.000 0.00 017 RECONSTRUCT METAL BEAM GUARD RAILING M 35.0000 11,550.00 0.000 0.00 (S) (WOOD POST) 018 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 240,000.00 0.000 0.00 (S) 019 ROADWAY EXCAVATION M3 25.0000 155,750.00 0.000 0.00 020 TOPSOIL M3 85.0000 12,750.00 0.000 0.00 (S) 021 EROSION CONTROL (BLANKET) M2 7.0000 8,120.00 0.000 0.00 (S) 022 100 MM PLASTIC PIPE (PR 315) M 50.0000 6,500.00 0.000 0.00 (S) (SUPPLY LINE) PROGRAM CAS145 PAGE 2 DATE 05/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-284604 TIME 02:16 PM ESTIMATE NO. 01 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 05/20/02 R.E. NAME: DANIEL DEYO DATE OF THIS ESTIMATE 05/21/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 024 ASPHALT CONCRETE TONN 51.0000 2,193,000.00 0.000 0.00 025 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 63.0000 3,717.00 0.000 0.00 AREA) 026 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 4,650.00 0.000 0.00 027 PLACE ASPHALT CONCRETE DIKE M 3.0000 10,380.00 0.000 0.00 (TYPE A, MODIFIED) 028 RUMBLE STRIP STA 90.0000 10,800.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 029 CONCRETE PAVEMENT M3 310.0000 62,000.00 0.000 0.00 030 MINOR CONCRETE (MINOR STRUCTURE) M3 1,640.0000 27,880.00 0.000 0.00 (F) 031 MINOR CONCRETE (BACKFILL) M3 158.0000 20,540.00 0.000 0.00 032 ROADSIDE SIGN - ONE POST EA 220.0000 21,780.00 0.000 0.00 033 ROADSIDE SIGN - TWO POST EA 450.0000 5,850.00 0.000 0.00 034 ROADSIDE SIGN (TURNABLE METAL POST) EA 2,400.0000 4,800.00 0.000 0.00 035 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,800.00 0.000 0.00 METHOD) 036 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 1,000.0000 1,000.00 0.000 0.00 037 INSTALL ROADSIDE SIGN PANEL ON EA 40.0000 1,320.00 0.000 0.00 EXISTING POST 038 450 MM ALTERNATIVE PIPE CULVERT M 139.0000 19,460.00 0.000 0.00 039 600 MM ALTERNATIVE PIPE CULVERT M 180.0000 3,060.00 0.000 0.00 040 300 MM SLOTTED CORRUGATED STEEL PIPE M 239.0000 2,390.00 0.000 0.00 (1.63 MM THICK) 041 1775 MM X 1175 MM CORRUGATED STEEL PIPE M 316.0000 22,752.00 0.000 0.00 ARCH (3.51 MM THICK) 042 900 MM CORRUGATED STEEL PIPE INLET M 1,200.0000 1,800.00 0.000 0.00 (3.51 MM THICK) 043 450 MM ALTERNATIVE FLARED END SECTION EA 100.0000 100.00 0.000 0.00 044 600 MM ALTERNATIVE FLARED END SECTION EA 140.0000 140.00 0.000 0.00 045 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 126.0000 4,914.00 0.000 0.00 046 ROCK SLOPE PROTECTION M3 250.0000 5,750.00 0.000 0.00 (FACING, METHOD B) 047 ROCK SLOPE PROTECTION FABRIC M3 1.0000 160.00 0.000 0.00 048 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 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 05/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-284604 TIME 02:16 PM ESTIMATE NO. 01 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 05/20/02 R.E. NAME: DANIEL DEYO DATE OF THIS ESTIMATE 05/21/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (SF) 051 DELINEATOR (SPECIAL) EA 38.0000 9,880.00 0.000 0.00 052 MILEPOST MARKER EA 32.0000 480.00 0.000 0.00 053 SNOW POLE MARKER EA 38.0000 15,200.00 0.000 0.00 054 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 0.000 0.00 056 OBJECT MARKER (TYPE L-2) EA 30.0000 90.00 0.000 0.00 057 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 2,300.00 0.000 0.00 (S) 058 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 1,200.00 0.000 0.00 (S) 059 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 15,880.00 0.000 0.00 (S) (RECESSED, BROKEN 10.98 M - 3.66 M) 060 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 27,050.00 0.000 0.00 (S) (RECESSED) 061 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 108.00 0.000 0.00 (S) (RECESSED BROKEN 1.83M - 0.30M) 062 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 11,640.00 0.000 0.00 (S) (RECESSED,BROKEN 5.18M-2.14M) 063 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 17,280.00 0.000 0.00 (S) 064 200 MM THERMOPLASTIC TRAFFIC STRIPE M 7.5000 1,200.00 0.000 0.00 (S) (RECESSED) 065 PAVEMENT MARKINGS (TAPE) M2 60.0000 30,600.00 0.000 0.00 (S) 066 MODIFY SIGNAL LS 74,000.0000 74,000.00 0.000 0.00 (S) 067 MODIFY TRAFFIC MONITORING STATION LS 32,000.0000 32,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 05/21/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-284604 TIME 02:16 PM ESTIMATE NO. 01 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 05/20/02 R.E. NAME: DANIEL DEYO DATE OF THIS ESTIMATE 05/21/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 15,387.50 15,387.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 15,387.50 15,387.50 068 MOBILIZATION LS 361,809.0000 361,809.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 3,884,000.00 TOTAL WORK COMPLETED 15,387.50 15,387.50 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 15,387.50 15,387.50 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 09/03/02 2 0 0 0 0% 3% PROGRESS IS SATISFACTORY DANIEL DEYO RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 05/21/02