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 04/11/02 EST. NO.19 TIME 10:38 AM 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 --------------------------------------------------------------------------- 001 0028 5,389.67 E.W. @ F.A.(+) VAR Y 032 0 0029 85.25 082300 Y 001 0 0030 55.96 082400 Y 002 0 0031 111.58 082500 Y 002 0 0032 43.99 083000 Y 002 0 0033 186.18 090800 Y 002 0 0034 95.07 091400 Y 002 0 0035 60.21 102600 Y 002 0 0036 60.21 110900 Y 002 0 0037 159.14 120500 Y 002 0 006 0071-1 -693.21 E.W. @ F.A.(+) 122100 Y XXX 0 DAO CORRECTING ENTRY 0071-2 0.00 122100 Y XXX 0 DAO CORRECTING ENTRY 009 0032-1 -1,352.40 E.W. @ F.A.(+) 061401 Y 021 0 DAO CORRECTING ENTRY 0032-2 1,352.40 062901 Y 015 0 DAO CORRECTING ENTRY 5,554.05 TOTAL THIS ESTIMATE 362,637.75 TOTAL PREVIOUS ESTIMATE 368,191.80 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 04/11/02 EST. NO.19 TIME 10:38 AM 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 0.00 -10,000.00 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 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -73,251.16 PROGRAM CAS145 PAGE 1 DATE 04/11/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-452504 TIME 10:38 AM ESTIMATE NO. 19 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 04/11/02 LOCATION SEMI-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 ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (ESA) M 16.0000 2,080.00 130.000 2,080.00 002 INCLINOMETER CASING M 180.0000 3,600.00 20.000 3,600.00 003 CONSTRUCTION AREA SIGNS LS 11,000.0000 11,000.00 1.000 11,000.00 (S) 004 TRAFFIC CONTROL SYSTEM LS 5,600.0000 5,600.00 1.000 5,600.00 (S) 005 TYPE III BARRICADE EA 75.0000 600.00 8.000 600.00 (S) 006 REMOVE METAL BEAM GUARD RAILING M 85.0000 1,700.00 20.000 1,700.00 007 REMOVE PAINTED PAVEMENT MARKING M2 75.0000 900.00 4.000 300.00 008 REMOVE CHANNELIZERS EA 8.0000 360.00 32.000 256.00 009 REMOVE ROADSIDE SIGN EA 125.0000 500.00 4.000 500.00 010 SALVAGE CONCRETE BARRIER (TYPE K) M 19.0000 3,040.00 160.000 3,040.00 011 RECONSTRUCT METAL BEAM GUARD RAILING M 450.0000 1,800.00 4.000 1,800.00 012 RELOCATE CONCRETE BARRIER (TYPE K) M 12.0000 1,800.00 150.000 1,800.00 013 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 9.0000 5,220.00 580.000 5,220.00 (S) 014 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 1.000 1,000.00 015 BRIDGE REMOVAL LS 26,000.0000 26,000.00 1.000 26,000.00 016 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 017 REMOVE TREE EA 2,000.0000 2,000.00 1.000 2,000.00 018 ROADWAY EXCAVATION M3 48.0000 13,920.00 290.000 13,920.00 019 STRUCTURE EXCAVATION (TIEBACK WALL) M3 38.0000 61,218.00 1,611.000 61,218.00 (F) 020 STRUCTURE BACKFILL (TIEBACK WALL) M3 55.0000 49,885.00 907.000 49,885.00 (F) 021 LEAN CONCRETE BACKFILL M3 280.0000 15,400.00 55.000 15,400.00 (F) 022 DUFF M2 8.0000 5,600.00 700.000 5,600.00 (S) PROGRAM CAS145 PAGE 2 DATE 04/11/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-452504 TIME 10:38 AM ESTIMATE NO. 19 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 04/11/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 STRAW (EROSION CONTROL) TONN 1,425.0000 570.00 0.400 570.00 (S) 024 FIBER (EROSION CONTROL) KG 3.0000 450.00 150.000 450.00 (S) 025 PURE LIVE SEED (EROSION CONTROL) KG 570.0000 1,140.00 2.000 1,140.00 (S) 026 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 3.5000 105.00 30.000 105.00 (S) 027 STABILIZING EMULSION (EROSION CONTROL) KG 8.0000 96.00 12.000 96.00 (S) 028 CLASS 2 AGGREGATE BASE M3 70.0000 7,700.00 110.000 7,700.00 029 ASPHALT CONCRETE (TYPE B) TONN 95.0000 48,450.00 614.000 58,330.00 030 PAVING ASPHALT (BINDER-PAVEMENT TONN 3,800.0000 1,900.00 0.500 1,900.00 REINFORCING FABRIC) 031 PAVEMENT REINFORCING FABRIC M2 10.0000 610.00 61.000 610.00 032 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 30.0000 1,260.00 42.000 1,260.00 033 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 30.0000 1,710.00 57.000 1,710.00 034 STEEL SOLDIER PILE (W 360 X 196) M 320.0000 147,840.00 462.000 147,840.00 035 750 MM DRILLED HOLE M 450.0000 183,600.00 421.280 189,576.00 (S) 036 TIEBACK ANCHOR EA 4,990.0000 264,470.00 53.000 264,470.00 037 STRUCTURAL CONCRETE, BRIDGE M3 740.0000 86,580.00 117.000 86,580.00 (F) 038 CLASS 3 CONCRETE M3 380.0000 49,780.00 131.000 49,780.00 (F) 039 CLASS 4 CONCRETE (BACKFILL) M3 180.0000 1,440.00 8.000 1,440.00 040 MINOR CONCRETE (MINOR STRUCTURE) M3 1,480.0000 12,284.00 8.300 12,284.00 (F) 041 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 26,248.00 15,440.000 26,248.00 (SF) 042 TIMBER LAGGING M3 1,310.0000 87,770.00 66.460 87,062.60 043 CLEAN AND PAINT STEEL SOLDIER PILE LS 16,700.0000 16,700.00 1.000 16,700.00 (S) 044 450 MM PLASTIC PIPE M 140.0000 16,800.00 120.000 16,800.00 045 600 MM PLASTIC PIPE M 198.0000 1,584.00 8.000 1,584.00 046 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 245.0000 15,925.00 65.000 15,925.00 (2.01 MM THICK) 047 600 MM ANCHOR ASSEMBLY EA 495.0000 9,900.00 20.000 9,900.00 048 SACKED CONCRETE SLOPE PROTECTION M3 540.0000 4,320.00 8.000 4,320.00 049 FRAME AND GRATE EA 300.0000 2,400.00 8.000 2,400.00 PROGRAM CAS145 PAGE 3 DATE 04/11/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-452504 TIME 10:38 AM ESTIMATE NO. 19 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 04/11/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 1,460.00 146.000 1,460.00 (F) 051 TUBULAR HANDRAILING M 66.0000 6,930.00 105.000 6,930.00 (SF) 052 CONCRETE BARRIER (TYPE 27 MODIFIED) M 245.0000 14,945.00 61.000 14,945.00 (F) 053 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 5.0000 2,300.00 873.500 4,367.50 054 PAVEMENT MARKER (REFLECTIVE) EA 7.0000 518.00 81.000 567.00 PROGRAM CAS145 PAGE 4 DATE 04/11/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-452504 TIME 10:38 AM ESTIMATE NO. 19 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 04/11/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.00 68,849.36 EXTRA WORK 5,554.05 299,342.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,554.05 1,625,760.90 055 MOBILIZATION LS 137,000.0000 137,000.00 1.000 137,000.00 ORIGINAL CONTRACT AMOUNT 1,378,008.00 TOTAL WORK COMPLETED 5,554.05 1,762,760.90 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -73,251.16 TOTAL 15,554.05 1,689,509.74 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 09/21/01 186 16 66 195 100% 100% ROSAL, PURISIMO RESIDENT ENGINEER PROGRAM CAS145 DATE 04/11/02