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 06/16/09 EST. NO.07 TIME 09:32 AM R.E. NAME: HENCH, CHARLES 05-0N4404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 647.33 E.W. @ F.A.(+) 043009 N 007 0 002 0001 1,572.07 E.W. @ F.A.(+) 042309 N 001 0 0002 937.80 042409 N 002 0 0003 2,456.63 042709 N 003 0 0005 2,083.41 042909 N 005 0 0007 1,487.02 041509 N 007 0 0008 2,177.84 042809 N 4-A 0 11,362.10 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 11,362.10 TOTAL TO DATE 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 06/16/09 EST. NO.07 TIME 09:32 AM R.E. NAME: HENCH, CHARLES 05-0N4404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N4404 TIME 09:32 AM ESTIMATE NO. 07 BID OPENING 10/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: HENCH, CHARLES DATE OF THIS ESTIMATE 06/16/09 LOCATION RERUN PROGRESS ESTIMATE 05-SLO-46-R5.3/R7.8 ----------------------- SOUZA CONSTRUCTION INC IN SAN LUIS OBISPO COUNTY NEAR P O BOX 3810 CAMBRIA FROM 4.6 KM EAST OF GREEN SAN LUIS OBISPO CA 934033810 VALLEY ROAD TO 6.0 KM WEST OF SANTA ROSA CREEK ROAD (PM R5.3/R7.8 (KP R8.5/R12.5) FED. AID NO. ER-3952(4)E REPAIR FAILED DRAINAGE SYSTEM ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 28.0000 9,240.00 37.000 1,036.00 02 CONSTRUCTION SITE MANAGEMENT LS 12,000.0000 12,000.00 0.200 2,400.00 1.000 12,000.00 03 PREPARE STORM WATER POLLUTION LS 970.0000 970.00 1.000 970.00 PREVENTION PLAN 04 TEMPORARY FIBER ROLL M 45.0000 6,300.00 31.000 1,395.00 05 TEMPORARY CONSTRUCTION ENTRANCE EA 1,880.0000 7,520.00 2.000 3,760.00 06 TEMPORARY COVER M2 7.5000 2,475.00 0.000 0.00 07 TEMPORARY CHECK DAM M 16.0000 1,920.00 0.000 0.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 521.0000 2,605.00 0.000 0.00 09 STREET SWEEPING LS 1,232.0000 1,232.00 0.000 0.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 871.0000 871.00 1.000 871.00 1.000 871.00 11 CONSTRUCTION AREA SIGNS LS 2,310.0000 2,310.00 0.900 2,079.00 S) 12 TRAFFIC CONTROL SYSTEM LS 7,164.0000 7,164.00 0.200 1,432.80 1.000 7,164.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 3,845.0000 3,845.00 0.200 769.00 1.000 3,845.00 S) 14 ABANDON CULVERT EA 795.0000 1,590.00 1.500 1,192.50 2.000 1,590.00 15 REMOVE FLARED END SECTION EA 200.0000 600.00 1.000 200.00 3.000 600.00 16 REMOVE ASPHALT CONCRETE DIKE M 29.0000 3,480.00 110.000 3,190.00 110.000 3,190.00 17 REMOVE PIPE M 64.0000 3,840.00 58.100 3,718.40 18 REMOVE HEADWALL EA 1,184.0000 1,184.00 0.000 0.00 19 RECONSTRUCT FENCE (TYPE BW) M 84.0000 3,192.00 36.000 3,024.00 20 CLEANING, PREPARATION OF EXISTING PIPE M 55.0000 9,900.00 170.000 9,350.00 AND PRELIMINARY INSPECTION 21 600 MM ALTERNATIVE PIPE LINER M 500.0000 55,000.00 103.000 51,500.00 22 900 MM ALTERNATIVE PIPE LINER M 1,220.0000 84,180.00 69.000 84,180.00 PROGRAM CAS145 PAGE 2 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N4404 TIME 09:32 AM ESTIMATE NO. 07 BID OPENING 10/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: HENCH, CHARLES DATE OF THIS ESTIMATE 06/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RELOCATE FLARED END SECTION EA 430.0000 430.00 0.000 0.00 24 RECONSTRUCT METAL BEAM GUARD RAILING M 193.0000 3,860.00 11.430 2,205.99 11.430 2,205.99 25 CLEARING AND GRUBBING LS 4,736.0000 4,736.00 1.000 4,736.00 26 ROADWAY EXCAVATION M3 70.0000 11,900.00 75.000 5,250.00 159.350 11,154.50 27 SAND BACKFILL M3 73.0000 2,920.00 33.000 2,409.00 40.000 2,920.00 28 DITCH EXCAVATION M3 102.0000 7,140.00 47.100 4,804.20 29 IMPORTED BORROW M3 85.0000 32,300.00 214.000 18,190.00 30 EROSION CONTROL (COMPOST BLANKET) M3 82.0000 6,560.00 40.000 3,280.00 40.000 3,280.00 S) 31 EROSION CONTROL (TYPE D-1) M2 3.0000 5,400.00 1,800.000 5,400.00 1,800.000 5,400.00 S) 32 EROSION CONTROL (TYPE D-2) M2 2.2000 3,542.00 1,610.000 3,542.00 1,610.000 3,542.00 S) 33 EROSION CONTROL (NETTING) M2 10.5000 3,780.00 420.000 4,410.00 420.000 4,410.00 S) 34 FIBER ROLLS M 40.0000 4,800.00 38.000 1,520.00 160.000 6,400.00 S) 35 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 4,168.0000 833.60 0.200 833.60 0.200 833.60 36 MINOR HOT MIX ASPHALT TONN 180.0000 6,120.00 30.000 5,400.00 30.000 5,400.00 37 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 31.0000 4,960.00 136.000 4,216.00 136.000 4,216.00 38 PLACE HOT MIX ASPHALT M2 43.0000 4,730.00 111.000 4,773.00 111.000 4,773.00 (MISCELLANEOUS AREA) 39 MINOR CONCRETE (MINOR STRUCTURE) M3 1,670.0000 18,370.00 6.060 10,120.20 F) 40 MINOR CONCRETE (BACKFILL) M3 274.0000 35,620.00 115.000 31,510.00 41 600 MM ALTERNATIVE PIPE CULVERT M 138.0000 20,700.00 153.000 21,114.00 42 600 MM HIGH DENSITY POLYETHYLENE PIPE M 165.0000 6,600.00 0.000 0.00 CULVERT 43 900 MM CORRUGATED STEEL PIPE M 1,809.0000 2,170.80 1.200 2,170.80 (2.01 MM THICK) 44 900 MM CORRUGATED STEEL PIPE INLET M 1,489.0000 2,382.40 1.500 2,233.50 (2.77 MM THICK) 45 600 MM ALTERNATIVE FLARED END SECTION EA 1,360.0000 1,360.00 1.000 1,360.00 46 900 MM PRECAST CONCRETE PIPE INLET M 977.0000 5,862.00 0.000 0.00 47 ROCK SLOPE PROTECTION M3 226.0000 15,594.00 60.000 13,560.00 (BACKING NO. 2, METHOD B) 48 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 133.0000 26,600.00 244.100 32,465.30 49 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 172.0000 3,268.00 19.000 3,268.00 PROGRAM CAS145 PAGE 3 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N4404 TIME 09:32 AM ESTIMATE NO. 07 BID OPENING 10/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: HENCH, CHARLES DATE OF THIS ESTIMATE 06/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MINOR CONCRETE (CHANNEL LINING) M3 1,051.0000 13,663.00 10.000 10,510.00 10.000 10,510.00 51 ROCK SLOPE PROTECTION FABRIC M2 5.2000 2,288.00 550.000 2,860.00 52 MISCELLANEOUS IRON AND STEEL KG 7.0000 3,759.00 107.000 749.00 323.000 2,261.00 F) PROGRAM CAS145 PAGE 4 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N4404 TIME 09:32 AM ESTIMATE NO. 07 BID OPENING 10/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: HENCH, CHARLES DATE OF THIS ESTIMATE 06/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 64,553.89 405,970.49 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 11,362.10 11,362.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 75,915.99 417,332.59 53 MOBILIZATION LS 50,000.0000 50,000.00 1.000 50,000.00 ORIGINAL CONTRACT AMOUNT 533,666.80 TOTAL WORK COMPLETED 75,915.99 467,332.59 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 75,915.99 467,332.59 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 11/14/08 105 12/01/08 12/01/08 09/02/09 52 0 0 0 82% 50% PROGRESS IS SATISFACTORY HENCH, CHARLES RESIDENT ENGINEER PROGRAM CAS145 DATE 06/16/09