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 10/02/03 EST. NO.20 TIME 12:36 PM R.E. NAME: ROSAL, PURISIMO 05-452504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 013 0001 40,191.96 A.C. @ L.S.(+) 090403 N 000010 40,191.96 TOTAL THIS ESTIMATE 368,191.80 TOTAL PREVIOUS ESTIMATE 408,383.76 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 10/02/03 EST. NO.20 TIME 12:36 PM R.E. NAME: ROSAL, PURISIMO 05-452504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OVER PAY CCO6 RPT 14 -251.16 11 ANTI. LIQ 67DAY@ 900 -60,300.00 14 RETURN 67 DAYS LIQ 60,300.00 17 0.00 -251.16 LABOR COMPLIANCE VIOLATION MISS PYRL'S -10,000.00 13 REL. DED. PER HQ 10,000.00 20 10,000.00 0.00 LIQUIDATED DAMAGES 70 DAYS LIQ @$900 -63,000.00 17 0.00 -63,000.00 OTHER OUTSTANDING DOCUMENTS MISSING HC-43,PR47 -10,000.00 17 DOC. REC'D 10,000.00 19 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 -63,251.16 PROGRAM CAS145 PAGE 1 DATE 10/02/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-452504 TIME 12:36 PM ESTIMATE NO. 20 BID OPENING 11/30/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/21/01 R.E. NAME: ROSAL, PURISIMO DATE OF THIS ESTIMATE 10/02/03 LOCATION FINAL ESTIMATE 05-SCR-9-3.9/4.0 -------------- PARNUM PAVING INCORPORATED IN SANTA CRUZ COUNTY NEAR FELTON P.O. BOX 498 AT 2.7 KM SOUTH OF SAN LORENZO WINDSOR, CA 95492 AVENUE FED. AID NO. ACST-S009(10)E ,P-S009(10)E STABILIZE SLOPE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (ESA) M 16.0000 2,080.00 130.000 2,080.00 02 INCLINOMETER CASING M 180.0000 3,600.00 20.000 3,600.00 03 CONSTRUCTION AREA SIGNS LS 11,000.0000 11,000.00 1.000 11,000.00 S) 04 TRAFFIC CONTROL SYSTEM LS 5,600.0000 5,600.00 1.000 5,600.00 S) 05 TYPE III BARRICADE EA 75.0000 600.00 8.000 600.00 S) 06 REMOVE METAL BEAM GUARD RAILING M 85.0000 1,700.00 20.000 1,700.00 07 REMOVE PAINTED PAVEMENT MARKING M2 75.0000 900.00 4.000 300.00 08 REMOVE CHANNELIZERS EA 8.0000 360.00 32.000 256.00 09 REMOVE ROADSIDE SIGN EA 125.0000 500.00 4.000 500.00 10 SALVAGE CONCRETE BARRIER (TYPE K) M 19.0000 3,040.00 160.000 3,040.00 11 RECONSTRUCT METAL BEAM GUARD RAILING M 450.0000 1,800.00 4.000 1,800.00 12 RELOCATE CONCRETE BARRIER (TYPE K) M 12.0000 1,800.00 150.000 1,800.00 13 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 9.0000 5,220.00 580.000 5,220.00 S) 14 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 1.000 1,000.00 15 BRIDGE REMOVAL LS 26,000.0000 26,000.00 1.000 26,000.00 16 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 17 REMOVE TREE EA 2,000.0000 2,000.00 1.000 2,000.00 18 ROADWAY EXCAVATION M3 48.0000 13,920.00 290.000 13,920.00 19 STRUCTURE EXCAVATION (TIEBACK WALL) M3 38.0000 61,218.00 1,611.000 61,218.00 F) 20 STRUCTURE BACKFILL (TIEBACK WALL) M3 55.0000 49,885.00 907.000 49,885.00 F) 21 LEAN CONCRETE BACKFILL M3 280.0000 15,400.00 55.000 15,400.00 F) 22 DUFF M2 8.0000 5,600.00 700.000 5,600.00 S) PROGRAM CAS145 PAGE 2 DATE 10/02/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-452504 TIME 12:36 PM ESTIMATE NO. 20 BID OPENING 11/30/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/21/01 R.E. NAME: ROSAL, PURISIMO DATE OF THIS ESTIMATE 10/02/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STRAW (EROSION CONTROL) TONN 1,425.0000 570.00 0.400 570.00 S) 24 FIBER (EROSION CONTROL) KG 3.0000 450.00 150.000 450.00 S) 25 PURE LIVE SEED (EROSION CONTROL) KG 570.0000 1,140.00 2.000 1,140.00 S) 26 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 3.5000 105.00 30.000 105.00 S) 27 STABILIZING EMULSION (EROSION CONTROL) KG 8.0000 96.00 12.000 96.00 S) 28 CLASS 2 AGGREGATE BASE M3 70.0000 7,700.00 110.000 7,700.00 29 ASPHALT CONCRETE (TYPE B) TONN 95.0000 48,450.00 614.000 58,330.00 30 PAVING ASPHALT (BINDER-PAVEMENT TONN 3,800.0000 1,900.00 0.500 1,900.00 REINFORCING FABRIC) 31 PAVEMENT REINFORCING FABRIC M2 10.0000 610.00 61.000 610.00 32 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 30.0000 1,260.00 42.000 1,260.00 33 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 30.0000 1,710.00 57.000 1,710.00 34 STEEL SOLDIER PILE (W 360 X 196) M 320.0000 147,840.00 462.000 147,840.00 35 750 MM DRILLED HOLE M 450.0000 183,600.00 421.280 189,576.00 S) 36 TIEBACK ANCHOR EA 4,990.0000 264,470.00 53.000 264,470.00 37 STRUCTURAL CONCRETE, BRIDGE M3 740.0000 86,580.00 117.000 86,580.00 F) 38 CLASS 3 CONCRETE M3 380.0000 49,780.00 131.000 49,780.00 F) 39 CLASS 4 CONCRETE (BACKFILL) M3 180.0000 1,440.00 8.000 1,440.00 40 MINOR CONCRETE (MINOR STRUCTURE) M3 1,480.0000 12,284.00 8.300 12,284.00 F) 41 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 26,248.00 15,440.000 26,248.00 SF) 42 TIMBER LAGGING M3 1,310.0000 87,770.00 66.460 87,062.60 43 CLEAN AND PAINT STEEL SOLDIER PILE LS 16,700.0000 16,700.00 1.000 16,700.00 S) 44 450 MM PLASTIC PIPE M 140.0000 16,800.00 120.000 16,800.00 45 600 MM PLASTIC PIPE M 198.0000 1,584.00 8.000 1,584.00 46 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 245.0000 15,925.00 65.000 15,925.00 (2.01 MM THICK) 47 600 MM ANCHOR ASSEMBLY EA 495.0000 9,900.00 20.000 9,900.00 48 SACKED CONCRETE SLOPE PROTECTION M3 540.0000 4,320.00 8.000 4,320.00 49 FRAME AND GRATE EA 300.0000 2,400.00 8.000 2,400.00 PROGRAM CAS145 PAGE 3 DATE 10/02/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-452504 TIME 12:36 PM ESTIMATE NO. 20 BID OPENING 11/30/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/21/01 R.E. NAME: ROSAL, PURISIMO DATE OF THIS ESTIMATE 10/02/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 1,460.00 146.000 1,460.00 F) 51 TUBULAR HANDRAILING M 66.0000 6,930.00 105.000 6,930.00 SF) 52 CONCRETE BARRIER (TYPE 27 MODIFIED) M 245.0000 14,945.00 61.000 14,945.00 F) 53 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 5.0000 2,300.00 873.500 4,367.50 54 PAVEMENT MARKER (REFLECTIVE) EA 7.0000 518.00 81.000 567.00 PROGRAM CAS145 PAGE 4 DATE 10/02/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-452504 TIME 12:36 PM ESTIMATE NO. 20 BID OPENING 11/30/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/21/01 R.E. NAME: ROSAL, PURISIMO DATE OF THIS ESTIMATE 10/02/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 1,257,569.10 ADJUSTMENT OF COMPENSATION 40,191.96 109,041.32 EXTRA WORK 0.00 299,342.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 40,191.96 1,665,952.86 55 MOBILIZATION LS 137,000.0000 137,000.00 1.000 137,000.00 ORIGINAL CONTRACT AMOUNT 1,378,008.00 TOTAL WORK COMPLETED 40,191.96 1,802,952.86 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -63,251.16 TOTAL 50,191.96 1,739,701.70 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/06/00 95 08/15/00 02/20/00 09/21/01 270 16 75 36 100% 100% ROSAL, PURISIMO RESIDENT ENGINEER PROGRAM CAS145 DATE 10/02/03