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 08/21/08 EST. NO.06 TIME 01:56 PM R.E. NAME: LEW, MIKE 05-0C6604 --------------------------------------------------------------------------- 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 0047 1,033.63 E.W. @ F.A.(+) 070108 N 047 0 0048 994.07 070208 N 048 0 0049 835.22 070308 N 049 0 0050 1,191.82 070708 N 050 0 0051 1,112.72 070808 N 051 0 0052 1,112.72 070908 N 052 0 0053 1,410.67 071008 N 053 0 0054 548.74 071108 N 054 0 0055 1,430.44 071408 N 055 0 0059 916.98 071808 N 059 0 007 0001 965.52 E.W. @ F.A.(+) 062608 N 001 0 008 0001 31,622.85 A.C. @ U.P.(+) 081908 N 1 0 43,175.38 TOTAL THIS ESTIMATE 29,324.69 TOTAL PREVIOUS ESTIMATE 72,500.07 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 08/21/08 EST. NO.06 TIME 01:56 PM R.E. NAME: LEW, MIKE 05-0C6604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6604 TIME 01:56 PM ESTIMATE NO. 06 BID OPENING 02/27/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 08/21/08 LOCATION PROGRESS ESTIMATE 05-SLO-166-9.5/10.1 ----------------- 05-SLO-166-13.2/13.7 SOUZA CONSTRUCTION INC IN SAN LUIS OBISPO COUNTY NEAR P O BOX 3810 SANTA MARIA FROM 0.9 KM EAST TO 1.8 SAN LUIS OBISPO CA 934033810 KM EAST OF ROUTE 101/166 SEPARATION FED. AID NO. STP- ( ) CONSTRUCT LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 10.0000 5,200.00 349.000 3,490.00 02 CONSTRUCTION SITE MANAGEMENT LS 3,200.0000 3,200.00 0.960 3,072.00 03 PREPARE STORM WATER POLLUTION LS 695.0000 695.00 0.884 614.38 S) PREVENTION PLAN 04 TEMPORARY SILT FENCE M 8.0000 3,920.00 0.000 0.00 05 TEMPORARY GRAVEL BAG BERM M 45.0000 1,800.00 0.000 0.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 3,830.0000 11,490.00 1.000 3,830.00 07 TEMPORARY COVER M2 9.0000 2,250.00 0.000 0.00 08 TEMPORARY CHECK DAM M 14.0000 2,380.00 0.000 0.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 285.0000 285.00 0.000 0.00 10 STREET SWEEPING LS 10,700.0000 10,700.00 0.960 10,272.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 835.0000 835.00 0.250 208.75 12 CONSTRUCTION AREA SIGNS LS 3,200.0000 3,200.00 0.888 2,841.60 S) 13 TRAFFIC CONTROL SYSTEM LS 47,655.0000 47,655.00 0.960 45,748.80 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 6,960.0000 6,960.00 0.960 6,681.60 S) 15 REMOVE FENCE M 6.0000 7,920.00 1,315.000 7,890.00 S) 16 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 3,540.00 1,867.000 3,734.00 S) STRIPE 17 REMOVE PAVEMENT MARKER EA 1.0000 290.00 521.000 521.00 S) 18 REMOVE PIPE M 140.0000 532.00 3.800 532.00 19 REMOVE HEADWALL EA 750.0000 1,500.00 0.000 0.00 20 REMOVE WINGWALL EA 550.0000 1,100.00 0.000 0.00 21 RELOCATE ROADSIDE SIGN EA 110.0000 550.00 0.000 0.00 22 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 7,825.00 3,121.400 7,803.50 S) PROGRAM CAS145 PAGE 2 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6604 TIME 01:56 PM ESTIMATE NO. 06 BID OPENING 02/27/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CONCRETE GUTTER M 27.0000 1,512.00 56.000 1,512.00 24 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 25 ROADWAY EXCAVATION M3 14.5000 304,500.00 21,000.000 304,500.00 26 LEAD COMPLIANCE PLAN LS 3,850.0000 3,850.00 1.000 3,850.00 27 HIGHWAY PLANTING LS 2,200.0000 2,200.00 0.000 0.00 S) 28 DUFF M2 0.6500 3,744.00 3,600.000 2,340.00 3,600.000 2,340.00 29 EROSION CONTROL (BLANKET) M2 3.5000 14,070.00 0.000 0.00 S) 30 EROSION CONTROL (TYPE D) M2 1.5000 25,200.00 18,026.000 27,039.00 18,026.000 27,039.00 S) 31 FIBER ROLLS M 10.0000 30,000.00 1,800.000 18,000.00 1,800.000 18,000.00 S) 32 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 715.0000 2,145.00 1.000 715.00 1.000 715.00 S) 33 PLANT ESTABLISHMENT WORK LS 8,800.0000 8,800.00 0.000 0.00 S) 34 TEMPORARY IRRIGATION SYSTEM LS 2,360.0000 2,360.00 0.000 0.00 S) 35 CLASS 2 AGGREGATE BASE M3 60.0000 240,600.00 735.250 44,115.00 4,009.400 240,564.00 36 ASPHALT CONCRETE (TYPE A) TONN 110.0000 325,600.00 1,131.070 124,417.70 3,145.480 346,002.80 37 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 6,500.00 600.000 6,000.00 600.000 6,000.00 AREA) 38 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 2,350.00 485.000 2,425.00 485.000 2,425.00 39 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 184.00 24.350 97.40 24.350 97.40 40 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 4,150.00 830.700 4,153.50 830.700 4,153.50 41 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 15.20 24.800 99.20 24.800 99.20 42 RUMBLE STRIP (ASPHALT CONCRETE, STA 660.0000 2,970.00 4.500 2,970.00 GROUND-IN INDENTATIONS) 43 ASPHALTIC EMULSION (PAINT BINDER) TONN 875.0000 3,412.50 2.800 2,450.00 44 MINOR CONCRETE (MINOR STRUCTURE) M3 1,950.0000 39,000.00 14.510 28,294.50 F) 45 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.0000 690.00 0.000 0.00 (1.6 MM-UNFRAMED) 46 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 195.00 0.000 0.00 (2.0 MM-UNFRAMED) 47 ROADSIDE SIGN - ONE POST EA 275.0000 1,375.00 0.000 0.00 48 ROADSIDE SIGN - TWO POST EA 440.0000 440.00 0.000 0.00 49 450 MM CORRUGATED STEEL PIPE M 280.0000 4,480.00 15.200 4,256.00 (1.63 MM THICK) PROGRAM CAS145 PAGE 3 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6604 TIME 01:56 PM ESTIMATE NO. 06 BID OPENING 02/27/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 600 MM CORRUGATED STEEL PIPE M 350.0000 3,500.00 6.600 2,310.00 (2.01 MM THICK) 51 750 MM CORRUGATED STEEL PIPE M 400.0000 3,600.00 8.000 3,200.00 (1.63 MM THICK) 52 2400 MM CORRUGATED STEEL PIPE M 1,200.0000 7,200.00 5.500 6,600.00 (2.77 MM THICK) 53 300 MM ENTRANCE TAPER EA 420.0000 2,100.00 5.000 2,100.00 5.000 2,100.00 54 300 MM ANCHOR ASSEMBLY EA 233.0000 1,165.00 0.000 0.00 55 300 MM PIPE DOWNDRAIN M 85.0000 2,890.00 22.300 1,895.50 22.300 1,895.50 56 300 MM STEEL FLARED END SECTION EA 258.0000 1,290.00 5.000 1,290.00 5.000 1,290.00 57 450 MM STEEL FLARED END SECTION EA 325.0000 325.00 1.000 325.00 58 600 MM STEEL FLARED END SECTION EA 412.0000 412.00 1.000 412.00 59 ROCK SLOPE PROTECTION M3 235.0000 10,105.00 24.500 5,757.50 36.400 8,554.00 (BACKING NO. 2, METHOD B) 60 ROCK SLOPE PROTECTION FABRIC M2 4.5000 675.00 88.600 398.70 126.700 570.15 61 MINOR CONCRETE (MISCELLANEOUS M3 960.0000 7,680.00 4.330 4,156.80 4.330 4,156.80 CONSTRUCTION) 62 MISCELLANEOUS IRON AND STEEL KG 4.5000 486.00 108.000 486.00 F) 63 FENCE (TYPE BW, 5 STRAND, METAL POST) M 17.5000 23,275.00 1,421.000 24,867.50 S) 64 SURVEY MONUMENT (TYPE A) EA 805.0000 805.00 1.000 805.00 1.000 805.00 65 DELINEATOR (CLASS 1) EA 39.0000 585.00 0.000 0.00 66 GUARD RAILING DELINEATOR EA 55.0000 165.00 0.000 0.00 67 OBJECT MARKER (TYPE L) EA 50.0000 650.00 0.000 0.00 68 METAL BEAM GUARD RAILING (STEEL POST) M 165.0000 8,250.00 49.500 8,167.50 49.500 8,167.50 S) 69 THERMOPLASTIC PAVEMENT MARKING M2 61.0000 1,464.00 23.400 1,427.40 23.400 1,427.40 S) 70 THERMOPLASTIC TRAFFIC STRIPE M 1.1000 6,886.00 6,307.100 6,937.81 6,307.100 6,937.81 S) (SPRAYABLE) 71 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.2000 352.00 55.000 121.00 55.000 121.00 S) 72 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2000 1,584.00 667.000 1,467.40 667.000 1,467.40 S) 73 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,275.0000 1,275.00 0.980 1,249.50 S) SYSTEM ELEMENTS DURING CONSTRUCTION 74 TRAFFIC MONITORING STATION LS 16,000.0000 16,000.00 0.900 14,400.00 S) PROGRAM CAS145 PAGE 4 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6604 TIME 01:56 PM ESTIMATE NO. 06 BID OPENING 02/27/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 263,926.41 1,188,850.59 ADJUSTMENT OF COMPENSATION 31,622.85 31,622.85 EXTRA WORK 11,552.53 40,877.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 307,101.79 1,261,350.66 75 MOBILIZATION LS 34,800.0000 34,800.00 1.000 34,800.00 ORIGINAL CONTRACT AMOUNT 1,296,688.70 TOTAL WORK COMPLETED 307,101.79 1,296,150.66 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 307,101.79 1,296,150.66 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 03/21/08 325 04/09/08 04/07/08 07/24/09 95 1 0 0 94% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H LEW, MIKE RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 08/21/08