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 09/23/08 EST. NO.03 TIME 02:16 PM 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 09/23/08 EST. NO.03 TIME 02:16 PM R.E. NAME: BEECH, BARRY 05-0L4304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L4304 TIME 02:16 PM ESTIMATE NO. 03 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 09/20/08 R.E. NAME: BEECH, BARRY DATE OF THIS ESTIMATE 09/23/08 LOCATION PROGRESS 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 0.700 1,792.00 0.700 1,792.00 02 PREPARE WATER POLLUTION CONTROL LS 730.0000 730.00 0.250 182.50 1.000 730.00 PROGRAM 03 CONSTRUCTION AREA SIGNS LS 2,100.0000 2,100.00 0.750 1,575.00 0.750 1,575.00 S) 04 TRAFFIC CONTROL SYSTEM LS 23,000.0000 23,000.00 0.700 16,100.00 0.700 16,100.00 S) 05 PORTABLE CHANGEABLE MESSAGE SIGN LS 2,790.0000 2,790.00 0.700 1,953.00 0.700 1,953.00 S) 06 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8000 1,720.00 2,150.000 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 2,892.000 2,024.40 S) 08 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 6,370.00 6,365.000 6,365.00 6,365.000 6,365.00 09 REMOVE PIPE LF 39.0000 2,262.00 58.000 2,262.00 58.000 2,262.00 10 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 714.0000 714.00 1.000 714.00 1.000 714.00 11 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 43.0000 12,900.00 300.000 12,900.00 300.000 12,900.00 S) 12 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.0000 5,850.00 276.000 3,588.00 276.000 3,588.00 S) 13 REMOVE CRASH CUSHION EA 4,285.0000 4,285.00 1.000 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 9,993.06 302.820 9,993.06 16 HOT MIX ASPHALT (TYPE A) TON 90.0000 176,400.00 2,619.310 235,737.90 2,619.310 235,737.90 17 HOT MIX ASPHALT (OPEN GRADED) TON 110.0000 125,400.00 964.830 106,131.30 964.830 106,131.30 18 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 1,675.00 1,337.000 1,671.25 1,337.000 1,671.25 19 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.1000 5,203.00 4,677.000 5,144.70 4,677.000 5,144.70 20 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.3000 690.00 300.000 690.00 300.000 690.00 21 PLACE HOT MIX ASPHALT SQYD 180.0000 1,620.00 9.000 1,620.00 9.000 1,620.00 (MISCELLANEOUS AREA) 22 TACK COAT TON 430.0000 9,460.00 8.370 3,599.10 8.370 3,599.10 PROGRAM CAS145 PAGE 2 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L4304 TIME 02:16 PM ESTIMATE NO. 03 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 09/20/08 R.E. NAME: BEECH, BARRY DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 550.00 24 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 44.0000 2,508.00 57.000 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 2.000 1,704.00 26 18" BITUMINOUS COATED DOWNDRAIN SLIP EA 550.0000 1,100.00 2.000 1,100.00 2.000 1,100.00 JOINT 27 18" ANCHOR ASSEMBLY EA 325.0000 1,300.00 0.000 0.00 28 ROCK SLOPE PROTECTION CY 400.0000 1,080.00 2.700 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 4.400 413.60 30 ALTERNATIVE CRASH CUSHION SYSTEM EA 22,250.0000 22,250.00 1.000 22,250.00 1.000 22,250.00 S) 31 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 3,180.00 0.000 0.00 S) (SPRAYABLE) 32 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 880.00 0.000 0.00 S) 33 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 960.00 0.000 0.00 S) 34 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,565.0000 1,565.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L4304 TIME 02:16 PM ESTIMATE NO. 03 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 09/20/08 R.E. NAME: BEECH, BARRY DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 449,653.81 451,791.31 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 449,653.81 451,791.31 ORIGINAL CONTRACT AMOUNT 438,487.60 TOTAL WORK COMPLETED 449,653.81 451,791.31 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 449,653.81 451,791.31 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 04/15/08 40 04/30/08 04/30/08 10/22/08 28 1 10 0 84% 56% PROGRESS IS SATISFACTORY PROGRESS SATISFACTORY BEECH, BARRY RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 09/23/08