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 07/20/09 EST. NO.16 TIME 11:11 AM R.E. NAME: JENNIFER WILSON 05-0K3204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0005 1,862.50 E.W. @ F.A.(+) 051109 N 0138.0 011 0015 1,900.37 E.W. @ F.A.(+) 011909 N 0121.0 0017 2,892.96 042909 N 0137.0 0019 29,975.40 A.C. @ U.P.(+) 060809 N 19 0 36,631.23 TOTAL THIS ESTIMATE 1,608,424.03 TOTAL PREVIOUS ESTIMATE 1,645,055.26 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 07/20/09 EST. NO.16 TIME 11:11 AM R.E. NAME: JENNIFER WILSON 05-0K3204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRLS -10,000.00 05 REL EST #05 10,000.00 06 MISS PAYROLLS -10,000.00 10 MISS PAYROLLS -10,000.00 13 REL EST #10 & #13 20,000.00 14 MISS PAYROLLS -10,000.00 16 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K3204 TIME 11:11 AM ESTIMATE NO. 16 BID OPENING 12/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 07/20/09 LOCATION PROGRESS ESTIMATE 05-SCR-17-10.1/11.3 ----------------- PAVEX CONSTRUCTION IN SANTA CRUZ COUNTY NEAR SCOTTS 120 GRANITEROCK WAY VALLEY CROM 0.9 KM SOUTH OF SAN JOSE, CA 95136 GLENWOOD DRIVE TO WOODWARDIA HIGHWAY FED. AID NO. ACST-P017(101)E ,PH-P017(101)E CONSTRUCT RETAINING WALLS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 2,100.0000 630,000.00 20.000 42,000.00 274.000 575,400.00 03 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.071 1,065.00 0.979 14,685.00 04 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 0.500 1,100.00 S) PREVENTION PLAN 05 TEMPORARY FIBER ROLL M 25.0000 69,000.00 200.000 5,000.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 7,500.00 4.000 6,000.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 10,500.00 2.000 600.00 08 STREET SWEEPING LS 25,000.0000 25,000.00 0.071 1,775.00 0.979 24,475.00 09 CONSTRUCTION AREA SIGNS LS 8,700.0000 8,700.00 0.750 6,525.00 S) 10 TRAFFIC CONTROL SYSTEM LS 273,000.0000 273,000.00 0.071 19,383.00 0.979 267,267.00 S) 11 QUICKCHANGE MOVABLE BARRIER M 400.0000 776,000.00 1,979.800 791,920.00 12 TRAFFIC CONE EA 25.0000 14,000.00 40.000 1,000.00 548.000 13,700.00 S) 13 TEMPORARY TRAFFIC STRIPE (TAPE) M 7.0000 13,790.00 0.000 0.00 S) 14 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 3,100.00 0.000 0.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.071 1,065.00 0.979 14,685.00 S) 16 ABANDON CULVERT M 21.0000 1,785.00 143.500 3,013.50 17 REMOVE METAL BEAM GUARD RAILING M 130.0000 2,340.00 23.500 3,055.00 S) 18 REMOVE ASPHALT CONCRETE DIKE M 23.0000 13,570.00 406.300 9,344.90 19 REMOVE PIPE M 25.0000 3,000.00 102.500 2,562.50 20 REMOVE INLET EA 900.0000 9,000.00 9.000 8,100.00 21 RECONSTRUCT METAL BEAM GUARD RAILING M 116.0000 8,352.00 60.000 6,960.00 S) 22 RESET ROADSIDE SIGN EA 150.0000 1,800.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K3204 TIME 11:11 AM ESTIMATE NO. 16 BID OPENING 12/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 07/20/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ADJUST FRAME AND GRATE TO GRADE EA 3,500.0000 3,500.00 0.500 1,750.00 1.000 3,500.00 24 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 90,300.00 43,126.480 129,379.44 43,126.480 129,379.44 S) 25 REMOVE CONCRETE BARRIER (TYPE 50) M 65.0000 115,050.00 1,788.500 116,252.50 26 PLUG CULVERT EA 610.0000 610.00 0.000 0.00 27 REMOVE CRASH CUSHION EA 1,000.0000 3,000.00 3.000 3,000.00 S) 28 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.754 37,700.00 29 ROADWAY EXCAVATION M3 55.0000 163,900.00 1,651.466 90,830.63 30 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 55.0000 138,600.00 2,519.900 138,594.50 F) 31 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 240.0000 49,200.00 122.900 29,496.00 F) 32 SOIL NAIL ASSEMBLY M 93.0000 967,200.00 10,502.000 976,686.00 S) 33 HIGHWAY PLANTING LS 12,000.0000 12,000.00 1.000 12,000.00 S) 34 EROSION CONTROL (TYPE D) M2 2.5000 6,750.00 0.000 0.00 S) 35 PLANT ESTABLISHMENT WORK LS 17,000.0000 17,000.00 1.000 17,000.00 S) 36 IRRIGATION SYSTEM LS 6,800.0000 6,800.00 1.000 6,800.00 S) 37 CLASS 2 AGGREGATE BASE M3 100.0000 42,000.00 312.564 31,256.40 38 ASPHALT CONCRETE (TYPE A) TONN 110.0000 94,600.00 816.250 89,787.50 39 ASPHALT CONCRETE (OPEN GRADED) TONN 84.0000 213,360.00 3,675.650 308,754.60 3,675.650 308,754.60 40 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 33.0000 3,168.00 352.400 11,629.20 41 ASPHALTIC EMULSION (PAINT BINDER) TONN 800.0000 11,200.00 17.790 14,232.00 17.790 14,232.00 42 STRUCTURAL CONCRETE, RETAINING WALL M3 1,169.0000 993,650.00 0.000 0.00 F) 43 MINOR CONCRETE (MINOR STRUCTURE) M3 2,300.0000 197,800.00 1.379 3,171.70 78.507 180,566.10 F) 44 ARCHITECTURAL TREATMENT M2 75.0000 160,875.00 0.000 0.00 F) (RANDOM FIELDSTONE) 45 BAR REINFORCING STEEL (RETAINING WALL) KG 5.0000 392,000.00 14,750.000 73,750.00 SF) 46 SHOTCRETE M3 750.0000 232,500.00 310.000 232,500.00 SF) 47 PREPARE AND STAIN CONCRETE M2 70.0000 150,150.00 0.000 0.00 SF) 48 600 MM HIGH DENSITY POLYETHYLENE PIPE M 400.0000 132,000.00 327.550 131,020.00 (TYPE S) SMOOTH WALL 49 600 MM HIGH DENSITY POLYETHYLENE PIPE M 600.0000 84,000.00 123.690 74,214.00 (TYPE DR32.5) SMOOTH WALL PROGRAM CAS145 PAGE 3 DATE 07/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K3204 TIME 11:11 AM ESTIMATE NO. 16 BID OPENING 12/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 07/20/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 450 MM CORRUGATED STEEL PIPE M 400.0000 23,600.00 38.300 15,320.00 (2.01 MM THICK) 51 450 MM SLOTTED CORRUGATED STEEL PIPE M 340.0000 557,600.00 1,522.200 517,548.00 (2.01 MM THICK) 52 GEOCOMPOSITE DRAIN M2 25.0000 8,600.00 344.000 8,600.00 F) 53 600 MM HIGH DENSITY POLYETHYLENE PIPE M 275.0000 11,275.00 40.980 11,269.50 DOWNDRAIN 54 EARTH ANCHORAGE SYSTEM EA 2,500.0000 5,000.00 2.000 5,000.00 55 450 MM ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 1.000 600.00 1.000 600.00 56 MISCELLANEOUS IRON AND STEEL KG 3.0000 38,802.00 12,934.000 38,802.00 SF) 57 DELINEATOR (CLASS 1) EA 30.0000 300.00 7.000 210.00 7.000 210.00 58 OBJECT MARKER (TYPE L) EA 40.0000 160.00 3.000 120.00 3.000 120.00 59 OBJECT MARKER (TYPE P) EA 77.0000 308.00 2.000 154.00 2.000 154.00 60 METAL BEAM GUARD RAILING (STEEL POST) M 142.0000 3,266.00 8.500 1,207.00 S) 61 CABLE RAILING M 30.0000 93,600.00 0.000 0.00 SF) 62 BURIED POST ANCHOR EA 1,300.0000 1,300.00 1.000 1,300.00 S) 63 TRANSITION RAILING (TYPE WB) EA 4,200.0000 16,800.00 2.000 8,400.00 S) 64 END CAP (TYPE TC) EA 125.0000 500.00 0.000 0.00 S) 65 END CAP (TYPE C) EA 125.0000 125.00 0.000 0.00 S) 66 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 2,800.00 0.000 0.00 S) 67 ALTERNATIVE CRASH CUSHION SYSTEM EA 21,000.0000 63,000.00 3.000 63,000.00 S) 68 CONCRETE BARRIER (TYPE 60S) M 175.0000 309,750.00 1,775.000 310,625.00 69 THERMOPLASTIC PAVEMENT MARKING M2 42.0000 1,302.00 36.800 1,545.60 36.800 1,545.60 S) 70 THERMOPLASTIC TRAFFIC STRIPE M 0.8000 9,200.00 16,015.600 12,812.48 16,015.600 12,812.48 S) (SPRAYABLE) 71 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 3,140.00 2,181.000 4,362.00 2,181.000 4,362.00 S) 72 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 2,610.00 765.000 3,442.50 765.000 3,442.50 S) 73 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 18,000.0000 18,000.00 0.071 1,278.00 0.979 17,622.00 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 07/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K3204 TIME 11:11 AM ESTIMATE NO. 16 BID OPENING 12/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 07/20/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 548,100.32 5,486,531.85 ADJUSTMENT OF COMPENSATION 29,975.40 545,519.11 EXTRA WORK 6,655.83 1,099,536.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 584,731.55 7,131,587.11 74 MOBILIZATION LS 815,000.0000 815,000.00 1.000 815,000.00 ORIGINAL CONTRACT AMOUNT 8,225,488.00 TOTAL WORK COMPLETED 584,731.55 7,946,587.11 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 574,731.55 7,936,587.11 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 01/29/08 300 03/25/08 03/25/08 07/28/09 274 56 -20 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY JENNIFER WILSON RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 07/20/09