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 07/17/01 EST. NO.02 TIME 01:48 PM R.E. NAME: JACK COLLINS 06-419504 --------------------------------------------------------------------------- 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 07/17/01 EST. NO.02 TIME 01:48 PM R.E. NAME: JACK COLLINS 06-419504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRLLS -4,480.60 02 -4,480.60 -4,480.60 OTHER OUTSTANDING DOCUMENTS MISS HC43 -10,000.00 02 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -14,480.60 -14,480.60 PROGRAM CAS145 PAGE 1 DATE 07/17/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-419504 TIME 01:48 PM ESTIMATE NO. 02 BID OPENING 03/21/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/26/01 R.E. NAME: JACK COLLINS DATE OF THIS ESTIMATE 07/17/01 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 06-KER-58-71.7/73.1 ---------------------------------- GRANITE CONSTRUCTION IN KERN COUNTY NEAR BAKERSFIELD P.O. BOX 5127 FROM 2.9 KM EAST OF GENERAL BEALE BAKERSFIELD, CA 93388-5127 ROAD UNDERCROSSING TO 2.1 KM WEST OF BENA ROAD UNDERCROSSING FED. AID NO. ACST-P058(87)E ,PHG-P058(87)E INSTALL METAL BEAM GUARD RAIL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 9,000.0000 9,000.00 0.200 1,800.00 1.000 9,000.00 002 CONSTRUCTION AREA SIGNS LS 4,600.0000 4,600.00 0.500 2,300.00 1.000 4,600.00 (S) 003 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.300 15,000.00 1.000 50,000.00 (S) 004 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.300 3,000.00 1.000 10,000.00 005 REMOVE ASPHALT CONCRETE DIKE M 4.0000 4,204.00 1,077.000 4,308.00 006 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 9,950.00 1,721.000 8,605.00 007 ASPHALT CONCRETE TONN 80.0000 24,800.00 223.780 17,902.40 008 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 11.0000 396.00 36.800 404.80 36.800 404.80 009 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 3,060.00 1,043.400 3,130.20 1,043.400 3,130.20 010 RUMBLE STRIP STA 130.0000 1,170.00 9.000 1,170.00 011 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 12,800.00 1.000 1,600.00 8.000 12,800.00 (F) 012 600 MM ALTERNATIVE PIPE CULVERT M 720.0000 51,120.00 71.000 51,120.00 013 600 MM ALTERNATIVE PIPE DOWNDRAIN M 350.0000 16,450.00 47.000 16,450.00 014 MANHOLE EA 3,000.0000 6,000.00 2.000 6,000.00 015 MISCELLANEOUS IRON AND STEEL KG 2.0000 900.00 450.000 900.00 (F) 016 MANHOLE FRAME AND COVER EA 600.0000 1,200.00 2.000 1,200.00 017 DELINEATOR (CLASS 1) EA 32.0000 576.00 18.000 576.00 18.000 576.00 018 METAL BEAM GUARD RAILING M 45.0000 45,900.00 333.000 14,985.00 1,033.000 46,485.00 (S) (2.1 M WOOD POST) 019 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 3,600.00 2.000 3,600.00 (S) 020 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 1,400.00 1.000 700.00 2.000 1,400.00 (S) 021 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 907.00 910.000 910.00 910.000 910.00 (S) 022 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 620.00 40.000 400.00 40.000 400.00 (S) PROGRAM CAS145 PAGE 2 DATE 07/17/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-419504 TIME 01:48 PM ESTIMATE NO. 02 BID OPENING 03/21/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/26/01 R.E. NAME: JACK COLLINS DATE OF THIS ESTIMATE 07/17/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 44,806.00 250,961.40 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 44,806.00 250,961.40 ORIGINAL CONTRACT AMOUNT 258,653.00 TOTAL WORK COMPLETED 44,806.00 250,961.40 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -14,480.60 -14,480.60 TOTAL 30,325.40 236,480.80 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 04/25/01 35 05/21/01 05/10/01 06/26/01 34 0 0 7 100% 100% JACK COLLINS RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 07/17/01