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 01/17/02 EST. NO.26 TIME 02:02 PM R.E. NAME: MIKE GROTKE 12-031814 --------------------------------------------------------------------------- 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 01/17/02 EST. NO.26 TIME 02:02 PM R.E. NAME: MIKE GROTKE 12-031814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE UNSATIS. PAYROLLS -5,000.00 23 0.00 -5,000.00 LABOR COMPLIANCE VIOLATION GRANITE -10,000.00 14 GRANITE 10,000.00 15 UNSATIS. PAYROLLS -1,570.43 18 UNSAT. PAYROLLS -10,000.00 20 UNSATIS. PAYROLL -1,000.00 22 0.00 -12,570.43 OTHER OUTSTANDING DOCUMENTS NON-SUB HC43 -10,000.00 26 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -27,570.43 PROGRAM CAS145 PAGE 1 DATE 01/17/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-031814 TIME 02:02 PM ESTIMATE NO. 26 BID OPENING 07/07/94 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/01 R.E. NAME: MIKE GROTKE DATE OF THIS ESTIMATE 01/17/02 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 12-ORA-74-2.0/2.6 ---------------------------------- GRANITE CONSTRUCTION CO. IN ORANGE COUNTY NEAR SAN JUAN ATT: BECKY ANDERSON CAPISTRANO FROM 0.5 MILE EAST OF 14080 SAN PASQUAL VALLY RD. AVENIDA SIEGA TO 0.1 MILE EAST OF ESCONDIDO, CA., 92027 LA PATA AVENUE FED. AID NO. BR-P074(38)E ,STP-P074(38)E ,AC-P074(38)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE LF 4.5000 4,815.00 1,240.000 5,580.00 002 CONSTRUCTION AREA SIGNS LS 3,500.0000 3,500.00 1.000 3,500.00 (S) 003 TRAFFIC CONTROL SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 004 TYPE III BARRICADE EA 50.0000 2,100.00 35.000 1,750.00 005 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 8.0000 760.00 47.000 376.00 006 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.5000 6,550.00 8,547.000 4,273.50 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 2,125.00 10,511.000 2,627.75 008 TEMPORARY PAVEMENT MARKER EA 3.0000 1,740.00 318.000 954.00 009 TEMPORARY RAILING (TYPE K) LF 5.0000 24,450.00 5,190.000 25,950.00 010 TEMPORARY CRASH CUSHION MODULE EA 250.0000 14,000.00 76.000 19,000.00 011 REMOVE CONCRETED RIPRAP STRUCTURE CY 25.0000 5,250.00 327.000 8,175.00 012 REMOVE FENCE LF 2.0000 3,100.00 1,474.000 2,948.00 013 REMOVE TRAFFIC STRIPE AND PAVEMENT LF 0.3000 2,001.00 6,665.000 1,999.50 MARKING 014 REMOVE PAVEMENT MARKER EA 1.0000 250.00 170.000 170.00 015 REMOVE DRAINAGE FACILITIES LS 2,500.0000 2,500.00 1.000 2,500.00 016 REMOVE BASE AND SURFACING CY 3.0000 14,010.00 4,670.000 14,010.00 017 SALVAGE METAL BEAM GUARD RAILING LF 5.0000 1,250.00 250.000 1,250.00 018 RECONSTRUCT CHAIN LINK GATE EA 400.0000 400.00 1.000 400.00 019 RELOCATE ROADSIDE SIGN EA 100.0000 1,700.00 17.000 1,700.00 020 BRIDGE REMOVAL LS 25,000.0000 25,000.00 1.000 25,000.00 021 CLEARING AND GRUBBING LS 60,000.0000 60,000.00 1.000 60,000.00 022 ROADWAY EXCAVATION CY 12.0000 84,300.00 7,025.000 84,300.00 PROGRAM CAS145 PAGE 2 DATE 01/17/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-031814 TIME 02:02 PM ESTIMATE NO. 26 BID OPENING 07/07/94 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/01 R.E. NAME: MIKE GROTKE DATE OF THIS ESTIMATE 01/17/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 STRUCTURE EXCAVATION (BRIDGE) CY 13.0000 8,190.00 630.000 8,190.00 (F) 024 STRUCTURE EXCAVATION (TYPE D) CY 90.0000 61,200.00 680.000 61,200.00 (F) 025 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 79,000.00 790.000 79,000.00 (F) 026 IMPORTED BORROW CY 0.5000 5,100.00 11,573.000 5,786.50 027 IMPORTED TOPSOIL CY 15.0000 101,250.00 6,815.500 102,232.50 028 DUFF ACRE 2,000.0000 8,800.00 5.150 10,300.00 (S) 029 STRAW (EROSION CONTROL) TON 500.0000 5,000.00 5.445 2,722.50 (S) 030 EROSION CONTROL (TYPE D) ACRE 6,000.0000 7,800.00 1.500 9,000.00 (S) 031 SEED (TYPE 1) (EROSION CONTROL) LB 20.0000 860.00 48.000 960.00 (S) 032 SEED (TYPE 2) (EROSION CONTROL) LB 60.0000 3,120.00 76.000 4,560.00 (S) 033 COMMERCIAL FERTILIZER (EROSION CONTROL) LB 2.0000 400.00 200.000 400.00 (S) 034 PLANT (GROUP A) EA 15.0000 300.00 0.000 0.00 (S) 035 PLANT (GROUP M) EA 12.0000 9,180.00 0.000 0.00 (S) 036 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 037 CLASS 4 AGGREGATE SUBBASE CY 13.0000 42,380.00 3,347.500 43,517.50 038 CLASS 2 AGGREGATE BASE CY 19.0000 104,215.00 5,485.000 104,215.00 039 ASPHALT CONCRETE (TYPE B) TON 27.0000 146,205.00 5,973.050 161,272.35 040 PLACE ASPHALT CONCRETE DIKE (TYPE B) LF 1.2000 864.00 25.000 30.00 041 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 1.2000 78.00 63.000 75.60 042 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.2000 1,968.00 3,762.000 4,514.40 043 ITEM DELETED PER ADDENDUM LF 0.0000 0.00 0.000 0.00 044 ITEM DELETED PER ADDENDUM EA 0.0000 0.00 0.000 0.00 045 ITEM DELETED PER ADDENDUM LF 0.0000 0.00 0.000 0.00 046 ITEM DELETED PER ADDENDUM EA 0.0000 0.00 0.000 0.00 047 PRESTRESSING CAST-IN-PLACE CONCRETE LS 31,000.0000 31,000.00 1.000 31,000.00 (S) 048 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 220.0000 49,500.00 225.000 49,500.00 (F) 049 STRUCTURAL CONCRETE, BRIDGE CY 425.0000 476,000.00 1,120.000 476,000.00 (F) PROGRAM CAS145 PAGE 3 DATE 01/17/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-031814 TIME 02:02 PM ESTIMATE NO. 26 BID OPENING 07/07/94 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/01 R.E. NAME: MIKE GROTKE DATE OF THIS ESTIMATE 01/17/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 MINOR CONCRETE (MINOR STRUCTURE) CY 800.0000 6,960.00 8.700 6,960.00 (F) 051 MINOR CONCRETE (BACKFILL) CY 50.0000 450.00 9.000 450.00 (F) 052 JOINT SEAL (TYPE B-MR 2") LF 60.0000 5,220.00 87.000 5,220.00 (S) 053 BAR REINFORCING STEEL (BRIDGE) LB 0.5000 117,500.00 235,000.000 117,500.00 (SF) 054 ROADSIDE SIGN - ONE POST EA 150.0000 300.00 2.000 300.00 055 18" REINFORCED CONCRETE PIPE LF 45.0000 1,800.00 40.000 1,800.00 056 24" REINFORCED CONCRETE PIPE LF 50.0000 55,500.00 1,110.000 55,500.00 057 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 1,500.00 40.000 2,000.00 (.079" THICK) 058 12" ENTRANCE TAPER EA 170.0000 170.00 1.000 170.00 059 18" CONCRETE FLARED END SECTION EA 40.0000 40.00 1.000 40.00 060 24" CONCRETE FLARED END SECTION EA 50.0000 50.00 1.000 50.00 061 12" ALTERNATIVE FLARED END SECTION EA 70.0000 70.00 1.000 70.00 062 36" PRECAST CONCRETE PIPE INLET LF 110.0000 1,980.00 18.000 1,980.00 063 36" PRECAST CONCRETE PIPE MANHOLE LF 80.0000 1,040.00 12.900 1,032.00 064 ROCK SLOPE PROTECTION CY 32.0000 67,200.00 2,100.000 67,200.00 (1/2 TON, METHOD B) 065 ROCK SLOPE PROTECTION CY 64.0000 960.00 14.800 947.20 (1/4 TON, METHOD B) 066 ROCK SLOPE PROTECTION CY 26.0000 21,840.00 840.000 21,840.00 (BACKING NO. 1, METHOD B) 067 CONCRETE (DITCH LINING) CY 200.0000 11,200.00 57.000 11,400.00 068 CONCRETE (CONCRETE APRON) CY 1,000.0000 900.00 1.000 1,000.00 069 CONCRETE (CONCRETED-ROCK SLOPE CY 72.0000 28,080.00 17.140 1,234.08 PROTECTION) 070 CONCRETED-ROCK SLOPE PROTECTION CY 51.0000 36,210.00 89.540 4,566.54 (FACING, METHOD B) 071 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 1,470.00 1,528.300 1,528.30 072 MISCELLANEOUS IRON AND STEEL LB 0.5000 1,635.00 3,262.000 1,631.00 (F) 073 CHAIN LINK FENCE (TYPE CL-4) LF 4.0000 9,840.00 2,479.000 9,916.00 (S) 074 DELINEATOR (CLASS 1) EA 30.0000 630.00 21.000 630.00 075 METAL BEAM GUARD RAILING (WOOD POST) LF 15.0000 9,750.00 650.000 9,750.00 (S) 076 CONCRETE BARRIER (TYPE 25) LF 40.0000 24,120.00 603.000 24,120.00 (F) PROGRAM CAS145 PAGE 4 DATE 01/17/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-031814 TIME 02:02 PM ESTIMATE NO. 26 BID OPENING 07/07/94 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/01 R.E. NAME: MIKE GROTKE DATE OF THIS ESTIMATE 01/17/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CABLE ANCHOR ASSEMBLY EA 450.0000 2,250.00 5.000 2,250.00 (S) (BREAKAWAY, TYPE A) 078 CABLE ANCHOR ASSEMBLY EA 300.0000 300.00 1.000 300.00 (S) (BREAKAWAY, TYPE B) 079 TERMINAL SECTION (TYPE B) EA 40.0000 160.00 4.000 160.00 (S) 080 TERMINAL SECTION (TYPE C) EA 100.0000 500.00 5.000 500.00 (S) 081 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 4,025.00 19,999.000 4,999.75 (S) 082 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 784.00 955.000 764.00 (S) 083 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,860.00 548.000 1,644.00 (S) 084 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 100.00 684.000 684.00 (S) (BROKEN 36-12) 085 PAVEMENT MARKER (REFLECTIVE) EA 3.5000 1,120.00 317.000 1,109.50 086 FLASHING BEACON SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 088 8" CORRUGATED HIGH DENSITY LF 50.0000 4,400.00 94.000 4,700.00 POLYETHYLENE PIPE CONDUIT 089 FURNISH STEEL PILING LF 15.0000 33,570.00 2,238.000 33,570.00 (PP 16X0.500) 090 DRIVE STEEL PILE EA 1,130.0000 117,520.00 104.000 117,520.00 (S) (PP 16X0.500) PROGRAM CAS145 PAGE 5 DATE 01/17/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-031814 TIME 02:02 PM ESTIMATE NO. 26 BID OPENING 07/07/94 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/01 R.E. NAME: MIKE GROTKE DATE OF THIS ESTIMATE 01/17/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 1,957,976.47 ADJUSTMENT OF COMPENSATION 0.00 170,921.06 EXTRA WORK 0.00 667,453.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 2,796,351.00 087 MOBILIZATION LS 215,996.0000 215,996.00 1.000 215,996.00 ORIGINAL CONTRACT AMOUNT 2,211,211.00 TOTAL WORK COMPLETED 0.00 3,012,347.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -27,570.43 TOTAL -10,000.00 2,984,776.57 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/31/94 370 09/15/94 09/15/94 10/17/01 450 4 146 1 100% 100% MIKE GROTKE RESIDENT ENGINEER PROGRAM CAS145 DATE 01/17/02