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 11/21/08 EST. NO.08 TIME 01:54 PM 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 --------------------------------------------------------------------------- *** 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 11/21/08 EST. NO.08 TIME 01:54 PM 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K3204 TIME 01:54 PM ESTIMATE NO. 08 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 11/20/08 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 11/21/08 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 19.000 39,900.00 159.000 333,900.00 03 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.063 945.00 0.530 7,950.00 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 5,000.00 200.000 5,000.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 7,500.00 2.000 3,000.00 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 0.063 1,575.00 0.527 13,175.00 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 0.063 17,199.00 0.527 143,871.00 S) 11 QUICKCHANGE MOVABLE BARRIER M 400.0000 776,000.00 1,139.800 455,920.00 12 TRAFFIC CONE EA 25.0000 14,000.00 36.000 900.00 297.000 7,425.00 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 0.063 945.00 0.527 7,905.00 S) 16 ABANDON CULVERT M 21.0000 1,785.00 84.500 1,774.50 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 93.500 2,337.50 20 REMOVE INLET EA 900.0000 9,000.00 8.000 7,200.00 9.000 8,100.00 21 RECONSTRUCT METAL BEAM GUARD RAILING M 116.0000 8,352.00 0.000 0.00 S) 22 RESET ROADSIDE SIGN EA 150.0000 1,800.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K3204 TIME 01:54 PM ESTIMATE NO. 08 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 11/20/08 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 24 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 90,300.00 0.000 0.00 S) 25 REMOVE CONCRETE BARRIER (TYPE 50) M 65.0000 115,050.00 116.600 7,579.00 26 PLUG CULVERT EA 610.0000 610.00 0.000 0.00 27 REMOVE CRASH CUSHION EA 1,000.0000 3,000.00 0.000 0.00 S) 28 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.530 26,500.00 29 ROADWAY EXCAVATION M3 55.0000 163,900.00 997.925 54,885.88 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 54.700 13,128.00 54.700 13,128.00 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 0.072 1,224.00 0.616 10,472.00 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 0.000 0.00 38 ASPHALT CONCRETE (TYPE A) TONN 110.0000 94,600.00 0.000 0.00 39 ASPHALT CONCRETE (OPEN GRADED) TONN 84.0000 213,360.00 0.000 0.00 40 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 33.0000 3,168.00 0.000 0.00 41 ASPHALTIC EMULSION (PAINT BINDER) TONN 800.0000 11,200.00 0.000 0.00 42 STRUCTURAL CONCRETE, RETAINING WALL M3 1,169.0000 993,650.00 614.800 718,701.20 614.800 718,701.20 F) 43 MINOR CONCRETE (MINOR STRUCTURE) M3 2,300.0000 197,800.00 7.741 17,804.30 25.740 59,202.00 F) 44 ARCHITECTURAL TREATMENT M2 75.0000 160,875.00 792.000 59,400.00 792.000 59,400.00 F) (RANDOM FIELDSTONE) 45 BAR REINFORCING STEEL (RETAINING WALL) KG 5.0000 392,000.00 48,564.200 242,821.00 58,746.700 293,733.50 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 132,000.00 116.500 46,600.00 (TYPE S) SMOOTH WALL 49 600 MM HIGH DENSITY POLYETHYLENE PIPE M 600.0000 84,000.00 107.690 64,614.00 (TYPE DR32.5) SMOOTH WALL PROGRAM CAS145 PAGE 3 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K3204 TIME 01:54 PM ESTIMATE NO. 08 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 11/20/08 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.800 2,320.00 30.200 12,080.00 (2.01 MM THICK) 51 450 MM SLOTTED CORRUGATED STEEL PIPE M 340.0000 557,600.00 0.000 0.00 (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 4.880 1,342.00 DOWNDRAIN 54 EARTH ANCHORAGE SYSTEM EA 2,500.0000 5,000.00 0.000 0.00 55 450 MM ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 0.000 0.00 56 MISCELLANEOUS IRON AND STEEL KG 3.0000 38,802.00 256.000 768.00 1,916.000 5,748.00 SF) 57 DELINEATOR (CLASS 1) EA 30.0000 300.00 0.000 0.00 58 OBJECT MARKER (TYPE L) EA 40.0000 160.00 0.000 0.00 59 OBJECT MARKER (TYPE P) EA 77.0000 308.00 0.000 0.00 60 METAL BEAM GUARD RAILING (STEEL POST) M 142.0000 3,266.00 0.000 0.00 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 0.000 0.00 S) 63 TRANSITION RAILING (TYPE WB) EA 4,200.0000 16,800.00 0.000 0.00 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 0.000 0.00 S) 68 CONCRETE BARRIER (TYPE 60S) M 175.0000 309,750.00 0.000 0.00 69 THERMOPLASTIC PAVEMENT MARKING M2 42.0000 1,302.00 0.000 0.00 S) 70 THERMOPLASTIC TRAFFIC STRIPE M 0.8000 9,200.00 0.000 0.00 S) (SPRAYABLE) 71 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 3,140.00 0.000 0.00 S) 72 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 2,610.00 0.000 0.00 S) 73 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 18,000.0000 18,000.00 0.063 1,134.00 0.533 9,594.00 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K3204 TIME 01:54 PM ESTIMATE NO. 08 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 11/20/08 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,130,964.50 3,770,992.98 ADJUSTMENT OF COMPENSATION 0.00 59,294.35 EXTRA WORK 0.00 50,885.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,130,964.50 3,881,172.55 74 MOBILIZATION LS 815,000.0000 815,000.00 0.950 774,250.00 ORIGINAL CONTRACT AMOUNT 8,225,488.00 TOTAL WORK COMPLETED 1,130,964.50 4,655,422.55 MATERIALS ON HAND ON SITE 149,914.30 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,130,964.50 4,805,336.85 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE (NATURALLY OCCURING ASBESTN 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 06/18/09 159 8 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY JENNIFER WILSON RESIDENT ENGINEER PROGRAM CAS145 PAGE 12 DATE 11/21/08