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 08/22/00 EST. NO.03 TIME 08:48 AM R.E. NAME: ALNATOUR, HISHAM 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 --------------------------------------------------------------------------- 001 0002 197.21 E.W. @ F.A.(+) 072700 N 0 0002-1 -197.21 072700 N 0 DAO CORRECTING ENTRY 0002-2 187.82 072700 N 0 DAO CORRECTING ENTRY 0003 129.22 072500 N 0 0004 516.90 072400 N 0 0005 172.30 071800 N 0 0006 186.77 072100 N 0 0007 303.45 071900 N 0 0008 579.58 071900 N 0 004 0001 6,609.00 E.W. @ L.S.(+) 071000 N 0 005 0001 7,002.80 E.W. @ U.P (+) 072000 N 0 15,687.84 TOTAL THIS ESTIMATE 5,591.33 TOTAL PREVIOUS ESTIMATE 21,279.17 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 08/22/00 EST. NO.03 TIME 08:48 AM R.E. NAME: ALNATOUR, HISHAM 06-353904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRLLS -10,000.00 03 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-353904 TIME 08:48 AM ESTIMATE NO. 03 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 08/20/00 R.E. NAME: ALNATOUR, HISHAM DATE OF THIS ESTIMATE 08/22/00 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 9.000 6,750.00 109.000 81,750.00 (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 0.130 1,300.00 0.330 3,300.00 004 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.030 150.00 0.580 2,900.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 0.130 2,600.00 0.330 6,600.00 (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 32.000 2,080.00 82.000 5,330.00 008 PORTABLE CHANGEABLE MESSAGE SIGN EA 1,000.0000 2,000.00 1.000 1,000.00 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 3,450.00 306.000 918.00 306.000 918.00 012 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 57.000 57.00 014 REMOVE ROADSIDE SIGN EA 175.0000 350.00 2.000 350.00 2.000 350.00 015 SALVAGE METAL BEAM GUARD RAILING M 85.0000 3,910.00 45.000 3,825.00 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 0.600 55,200.00 0.600 55,200.00 020 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.100 1,000.00 0.900 9,000.00 021 REMOVE TREE LS 20,000.0000 20,000.00 1.000 20,000.00 022 ROADWAY EXCAVATION M3 8.0000 143,200.00 1,664.000 13,312.00 3,332.000 26,656.00 PROGRAM CAS145 PAGE 2 DATE 08/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-353904 TIME 08:48 AM ESTIMATE NO. 03 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 08/20/00 R.E. NAME: ALNATOUR, HISHAM DATE OF THIS ESTIMATE 08/22/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.00 160.000 4,000.00 160.000 4,000.00 (F) 024 STRUCTURE EXCAVATION (TYPE D) M3 400.0000 66,000.00 40.000 16,000.00 40.000 16,000.00 (F) 025 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 9,975.00 0.000 0.00 (F) 026 IMPORTED BORROW M3 11.5000 152,950.00 3,533.000 40,629.50 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 0.000 0.00 (S) 029 PURE LIVE SEED (EROSION CONTROL) KG 19.0000 2,470.00 0.000 0.00 (S) 030 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 6.5000 2,470.00 0.000 0.00 (S) 031 COMPOST (EROSION CONTROL) KG 1.0000 5,000.00 0.000 0.00 (S) 032 CLASS 2 AGGREGATE BASE M3 35.0000 123,900.00 1,693.000 59,255.00 3,319.000 116,165.00 033 ASPHALT CONCRETE (TYPE A) TONN 42.0000 233,940.00 281.500 11,823.00 2,581.500 108,423.00 034 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 2,400.00 796.000 2,388.00 796.000 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 0.000 0.00 (S) 039 DRIVE PILE (CLASS 900) EA 1,300.0000 65,000.00 0.000 0.00 (S) 040 PRESTRESSING CAST-IN-PLACE CONCRETE LS 26,000.0000 26,000.00 0.000 0.00 (S) 041 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 250.0000 17,500.00 0.000 0.00 (F) 042 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 315,000.00 0.000 0.00 (F) 043 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 10,200.00 0.000 0.00 (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 0.000 0.00 (SF) 046 FLUME DOWNDRAIN M 65.0000 1,170.00 10.820 703.30 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 0.000 0.00 (F) PROGRAM CAS145 PAGE 3 DATE 08/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-353904 TIME 08:48 AM ESTIMATE NO. 03 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 08/20/00 R.E. NAME: ALNATOUR, HISHAM DATE OF THIS ESTIMATE 08/22/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 051 CONCRETE (SLOPE PROTECTION) M3 675.0000 37,125.00 27.000 18,225.00 48.000 32,400.00 052 ROCK SLOPE PROTECTION FABRIC M2 1.5000 750.00 0.000 0.00 053 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 1,280.00 285.000 142.50 2,485.000 1,242.50 062 PAINT PAVEMENT MARKING (2-COAT) M2 17.0000 204.00 11.700 198.90 11.700 198.90 063 PAVEMENT MARKER (REFLECTIVE) EA 3.2000 1,280.00 230.000 736.00 230.000 736.00 064 TRAFFIC MONITORING STATION LS 6,500.0000 6,500.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-353904 TIME 08:48 AM ESTIMATE NO. 03 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 08/20/00 R.E. NAME: ALNATOUR, HISHAM DATE OF THIS ESTIMATE 08/22/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 242,643.20 646,046.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 15,687.84 21,279.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 258,331.04 667,325.37 065 MOBILIZATION LS 160,080.0000 160,080.00 0.950 152,076.00 ORIGINAL CONTRACT AMOUNT 1,958,591.00 TOTAL WORK COMPLETED 258,331.04 819,401.37 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 248,331.04 809,401.37 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 01/29/01 53 0 0 2 40% 32% PROGRESS IS SATISFACTORY ALNATOUR, HISHAM RESIDENT ENGINEER PROGRAM CAS145 PAGE 17 DATE 08/22/00