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 03/22/01 EST. NO.10 TIME 07:04 AM R.E. NAME: HISHAM ALNATOUR 06-353904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0006 402.50 E.W. @ F.A.(+) 081100 N 0 0007 523.25 081400 N 0 925.75 TOTAL THIS ESTIMATE 86,519.21 TOTAL PREVIOUS ESTIMATE 87,444.96 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 03/22/01 EST. NO.10 TIME 07:04 AM R.E. NAME: HISHAM ALNATOUR 06-353904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRLLS -10,000.00 03 MISS PAYROLLS 10,000.00 04 MISS PYRLLS -6,558.50 08 MISS PYRLLS 6,558.50 09 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-353904 TIME 07:04 AM ESTIMATE NO. 10 BID OPENING 05/02/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 03/22/01 LOCATION PROGRESS ESTIMATE 06-KER-65-8.1/8.5 ----------------- GRANITE CONSTRUCTION COMPANY IN KERN COUNTY NEAR BAKERSFIELD P O BOX 50085 FROM 0.3 KM SOUTH TO 0.3 KM NORTH WATSONVILLE CA 950775085 OF POSO CREEK BRIDGE FED. AID NO. ACNH-P065(61)E REPLACE BRIDGE AND ROADWAY REALIGN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY CULVERTS M 750.0000 120,000.00 123.000 92,250.00 (2700 MM CSP; 2.77 MM THICK) 002 PREPARE STORM WATER POLLUTION PREVENTION LS 1,000.0000 1,000.00 1.000 1,000.00 PLAN 003 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.060 600.00 0.960 9,600.00 004 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.020 100.00 0.770 3,850.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 0.040 800.00 0.940 18,800.00 (S) 006 TYPE III BARRICADE EA 100.0000 1,200.00 12.000 1,200.00 (S) 007 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 5,135.00 85.000 5,525.00 008 PORTABLE CHANGEABLE MESSAGE SIGN EA 1,000.0000 2,000.00 1.000 1,000.00 (S) 009 TEMPORARY RAILING (TYPE K) M 48.0000 15,840.00 316.000 15,168.00 010 TEMPORARY CRASH CUSHION MODULE EA 200.0000 3,200.00 0.000 0.00 011 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 3,450.00 306.000 918.00 012 REMOVE PAINTED PAVEMENT MARKING M2 16.0000 128.00 0.000 0.00 013 REMOVE PAVEMENT MARKER EA 1.0000 75.00 57.000 57.00 014 REMOVE ROADSIDE SIGN EA 175.0000 350.00 2.000 350.00 015 SALVAGE METAL BEAM GUARD RAILING M 85.0000 3,910.00 45.000 3,825.00 016 RECONSTRUCT METAL BEAM GUARD RAILING M 280.0000 8,680.00 0.000 0.00 017 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 3,630.00 0.000 0.00 (S) (60 MM MAXIMUM) 018 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 14,640.00 0.000 0.00 (S) (545 MM MAXIMUM) 019 BRIDGE REMOVAL LS 92,000.0000 92,000.00 1.000 92,000.00 020 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.050 500.00 1.000 10,000.00 021 REMOVE TREE LS 20,000.0000 20,000.00 1.000 20,000.00 022 ROADWAY EXCAVATION M3 8.0000 143,200.00 4,032.000 32,256.00 PROGRAM CAS145 PAGE 2 DATE 03/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-353904 TIME 07:04 AM ESTIMATE NO. 10 BID OPENING 05/02/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 03/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 5,000.00 200.000 5,000.00 (F) 024 STRUCTURE EXCAVATION (TYPE D) M3 400.0000 66,000.00 165.000 66,000.00 (F) 025 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 9,975.00 285.000 9,975.00 (F) 026 IMPORTED BORROW M3 11.5000 152,950.00 11,227.000 129,110.50 027 STRAW (EROSION CONTROL) TONN 660.0000 5,940.00 0.000 0.00 (S) 028 FIBER (EROSION CONTROL) KG 4.0000 3,000.00 150.000 600.00 (S) 029 PURE LIVE SEED (EROSION CONTROL) KG 19.0000 2,470.00 25.000 475.00 (S) 030 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 6.5000 2,470.00 75.000 487.50 (S) 031 COMPOST (EROSION CONTROL) KG 1.0000 5,000.00 1,000.000 1,000.00 (S) 032 CLASS 2 AGGREGATE BASE M3 35.0000 123,900.00 3,319.000 116,165.00 033 ASPHALT CONCRETE (TYPE A) TONN 42.0000 233,940.00 2,581.500 108,423.00 034 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 2,400.00 796.000 2,388.00 035 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 7.0000 1,120.00 0.000 0.00 036 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 25.0000 2,000.00 0.000 0.00 037 ASPHALTIC EMULSION (PAINT BINDER) TONN 25.0000 500.00 5.000 125.00 038 FURNISH PILING (CLASS 900) M 65.0000 41,795.00 640.200 41,613.00 (S) 039 DRIVE PILE (CLASS 900) EA 1,300.0000 65,000.00 50.000 65,000.00 (S) 040 PRESTRESSING CAST-IN-PLACE CONCRETE LS 26,000.0000 26,000.00 1.000 26,000.00 (S) 041 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 250.0000 17,500.00 70.000 17,500.00 (F) 042 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 315,000.00 485.000 291,000.00 (F) 043 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 10,200.00 17.000 10,200.00 17.000 10,200.00 (F) (TYPE EQ) 044 JOINT SEAL (MR 40 MM) M 54.0000 1,404.00 0.000 0.00 (SF) 045 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 106,610.00 76,150.000 106,610.00 (SF) 046 FLUME DOWNDRAIN M 65.0000 1,170.00 10.820 703.30 047 ENTRANCE TAPER EA 185.0000 740.00 0.000 0.00 048 FLUME ANCHOR ASSEMBLY EA 90.0000 720.00 0.000 0.00 049 WELDED STEEL PIPE CASING (BRIDGE) M 160.0000 2,560.00 16.000 2,560.00 (F) PROGRAM CAS145 PAGE 3 DATE 03/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-353904 TIME 07:04 AM ESTIMATE NO. 10 BID OPENING 05/02/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 03/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 28,500.00 430.000 32,250.00 051 CONCRETE (SLOPE PROTECTION) M3 675.0000 37,125.00 48.000 32,400.00 052 ROCK SLOPE PROTECTION FABRIC M2 1.5000 750.00 400.000 600.00 053 OBJECT MARKER (TYPE L) EA 75.0000 300.00 0.000 0.00 054 OBJECT MARKER (TYPE P) EA 75.0000 300.00 4.000 300.00 055 CONCRETE BARRIER (TYPE 25) M 150.0000 22,650.00 0.000 0.00 (F) 056 TERMINAL SECTION (TYPE B) EA 35.0000 70.00 0.000 0.00 057 END SECTION EA 125.0000 250.00 0.000 0.00 058 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 7,200.00 0.000 0.00 (S) 059 THERMOPLASTIC PAVEMENT MARKING M2 19.0000 228.00 0.000 0.00 060 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 1.2000 3,072.00 0.000 0.00 061 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 1,280.00 2,485.000 1,242.50 062 PAINT PAVEMENT MARKING (2-COAT) M2 17.0000 204.00 11.700 198.90 063 PAVEMENT MARKER (REFLECTIVE) EA 3.2000 1,280.00 230.000 736.00 064 TRAFFIC MONITORING STATION LS 6,500.0000 6,500.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 03/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-353904 TIME 07:04 AM ESTIMATE NO. 10 BID OPENING 05/02/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 03/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 12,200.00 1,376,461.70 ADJUSTMENT OF COMPENSATION 0.00 4,448.31 EXTRA WORK 925.75 82,996.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,125.75 1,463,906.66 065 MOBILIZATION LS 160,080.0000 160,080.00 1.000 160,080.00 ORIGINAL CONTRACT AMOUNT 1,958,591.00 TOTAL WORK COMPLETED 13,125.75 1,623,986.66 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 13,125.75 1,623,986.66 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 05/22/00 160 06/06/00 06/06/00 04/27/01 171 23 7 34 76% 82% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 18 DATE 03/22/01