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 02/02/09 EST. NO.07 TIME 11:15 AM R.E. NAME: BEECH, BARRY 05-0L4304 --------------------------------------------------------------------------- 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 02/02/09 EST. NO.07 TIME 11:15 AM R.E. NAME: BEECH, BARRY 05-0L4304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CEM-4401 -10,000.00 05 REC'D CEM-4401 10,000.00 06 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PYRLS -10,000.00 05 REC'D PAYROLLS 10,000.00 07 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/02/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L4304 TIME 11:15 AM ESTIMATE NO. 07 BID OPENING 02/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/17/08 R.E. NAME: BEECH, BARRY DATE OF THIS ESTIMATE 02/02/09 LOCATION FINAL ESTIMATE 05-SB-1-R26.8/R27.7 -------------- UNION ASPHALT INC IN SANTA BARBARA COUNTY NEAR LOMPOC P O BOX 1280 FROM SANTA LUCIA CANYON ROAD TO SANTA MARIA CA 93456 0.9 MILE NORTH OF SANTA LUCIA CANYON ROAD FED. AID NO. N O N E CORRECT SUPERELEVATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION SITE MANAGEMENT LS 2,560.0000 2,560.00 1.000 2,560.00 02 PREPARE WATER POLLUTION CONTROL LS 730.0000 730.00 1.000 730.00 PROGRAM 03 CONSTRUCTION AREA SIGNS LS 2,100.0000 2,100.00 1.000 2,100.00 S) 04 TRAFFIC CONTROL SYSTEM LS 23,000.0000 23,000.00 1.000 23,000.00 S) 05 PORTABLE CHANGEABLE MESSAGE SIGN LS 2,790.0000 2,790.00 1.000 2,790.00 S) 06 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8000 1,720.00 2,150.000 1,720.00 S) STRIPE 07 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 2,128.00 2,892.000 2,024.40 S) 08 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 6,370.00 6,365.000 6,365.00 09 REMOVE PIPE LF 39.0000 2,262.00 58.000 2,262.00 10 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 714.0000 714.00 1.000 714.00 11 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 43.0000 12,900.00 300.000 12,900.00 S) 12 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.0000 5,850.00 276.000 3,588.00 S) 13 REMOVE CRASH CUSHION EA 4,285.0000 4,285.00 1.000 4,285.00 14 LEAD COMPLIANCE PLAN LS 1,590.0000 1,590.00 1.000 1,590.00 15 IMPORTED MATERIAL (SHOULDER BACKING) TON 33.0000 11,550.00 302.820 9,993.06 16 HOT MIX ASPHALT (TYPE A) TON 90.0000 176,400.00 2,619.310 235,737.90 17 HOT MIX ASPHALT (OPEN GRADED) TON 110.0000 125,400.00 964.830 106,131.30 18 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 1,675.00 0.000 0.00 19 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.1000 5,203.00 4,677.000 5,144.70 20 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.3000 690.00 300.000 690.00 21 PLACE HOT MIX ASPHALT SQYD 180.0000 1,620.00 9.000 1,620.00 (MISCELLANEOUS AREA) 22 TACK COAT TON 430.0000 9,460.00 12.490 5,370.70 PROGRAM CAS145 PAGE 2 DATE 02/02/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L4304 TIME 11:15 AM ESTIMATE NO. 07 BID OPENING 02/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/17/08 R.E. NAME: BEECH, BARRY DATE OF THIS ESTIMATE 02/02/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 18" CORRUGATED STEEL PIPE (.064" THICK) LF 55.0000 550.00 10.000 550.00 24 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 44.0000 2,508.00 57.000 2,508.00 (.064" THICK) 25 18" ENTRANCE TAPER EA 852.0000 1,704.00 2.000 1,704.00 26 18" BITUMINOUS COATED DOWNDRAIN SLIP EA 550.0000 1,100.00 2.000 1,100.00 JOINT 27 18" ANCHOR ASSEMBLY EA 325.0000 1,300.00 4.000 1,300.00 28 ROCK SLOPE PROTECTION CY 400.0000 1,080.00 2.700 1,080.00 (BACKING NO. 1, METHOD B) 29 ROCK SLOPE PROTECTION FABRIC SQYD 94.0000 413.60 4.400 413.60 30 ALTERNATIVE CRASH CUSHION SYSTEM EA 22,250.0000 22,250.00 1.000 22,250.00 S) 31 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 3,180.00 16,089.000 3,217.80 S) (SPRAYABLE) 32 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 880.00 459.000 918.00 S) 33 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 960.00 238.000 952.00 S) 34 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,565.0000 1,565.00 1.000 1,565.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 02/02/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L4304 TIME 11:15 AM ESTIMATE NO. 07 BID OPENING 02/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/17/08 R.E. NAME: BEECH, BARRY DATE OF THIS ESTIMATE 02/02/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 0.00 468,874.46 ADJUSTMENT OF COMPENSATION 0.00 15,499.77 EXTRA WORK 0.00 1,671.25 SUBTOTAL AMOUNT EARNED 0.00 486,045.48 ORIGINAL CONTRACT AMOUNT 438,487.60 TOTAL WORK COMPLETED 0.00 486,045.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 10,000.00 486,045.48 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 04/15/08 40 04/30/08 04/30/08 12/17/08 40 129 10 0 100% 100% BEECH, BARRY RESIDENT ENGINEER PROGRAM CAS145 DATE 02/02/09