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 07/21/04 EST. NO.02 TIME 12:34 PM R.E. NAME: BSAIBESS, HIKMAT 01-362404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0002 113,372.20 A.C. @ L.S.(+) 071404 N 2 0 113,372.20 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 113,372.20 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 07/21/04 EST. NO.02 TIME 12:34 PM R.E. NAME: BSAIBESS, HIKMAT 01-362404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPMBASELINE SCH REJT -2,050.00 01 CPM SCH COMPLIANCE 2,050.00 02 2,050.00 0.00 LABOR COMPLIANCE VIOLATION VPER LTR DATED 07/04 -10,000.00 02 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -7,950.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-362404 TIME 12:34 PM ESTIMATE NO. 02 BID OPENING 03/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: BSAIBESS, HIKMAT DATE OF THIS ESTIMATE 07/21/04 LOCATION PROGRESS ESTIMATE 01-MEN-128-43.3/43.6 ----------------- M C M CONSTRUCTION INC IN MENDOCINO COUNTY NEAR YORKVILLE P O BOX 620 FROM 0.2 KM WEST TO 0.2 KM EAST OF NORTH HIGHLANDS CA 95660 DRY CREEK BRIDGE FED. AID NO. ACST-P128(42)E ,P-P128(42)E REPLACE BRIDGE (SCOUR) ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 0.150 300.00 0.250 500.00 02 TEMPORARY FENCE (TYPE ESA) M 5.0000 2,550.00 279.000 1,395.00 499.000 2,495.00 S) 03 TEMPORARY GATE (6M) EA 1,000.0000 1,000.00 0.000 0.00 04 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 0.750 750.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.100 1,000.00 0.100 1,000.00 06 TEMPORARY SILT FENCE M 5.0000 2,100.00 0.000 0.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 1,500.00 0.000 0.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 2,000.00 0.500 1,000.00 0.500 1,000.00 09 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 0.050 200.00 0.400 1,600.00 S) 10 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.100 4,000.00 0.100 4,000.00 S) 11 TEMPORARY TRAFFIC STRIPE (TAPE) M 7.0000 1,190.00 0.000 0.00 12 TEMPORARY PAVEMENT MARKING (TAPE) M2 170.0000 561.00 0.000 0.00 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 2,740.00 414.000 828.00 414.000 828.00 14 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 390.00 12.000 360.00 12.000 360.00 15 PORTABLE DELINEATOR EA 15.0000 90.00 0.000 0.00 16 TEMPORARY PAVEMENT MARKER EA 2.0000 200.00 52.000 104.00 52.000 104.00 17 TEMPORARY SIGNAL SYSTEM LS 125,000.0000 125,000.00 0.000 0.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.050 750.00 0.150 2,250.00 S) 19 TEMPORARY FLASHING BEACON EA 5,000.0000 20,000.00 0.000 0.00 (SOLAR POWERED) 20 TEMPORARY RAILING (TYPE K) M 100.0000 37,000.00 72.000 7,200.00 72.000 7,200.00 21 TEMPORARY CRASH CUSHION MODULE EA 175.0000 3,850.00 11.000 1,925.00 11.000 1,925.00 22 TEMPORARY CRASH CUSHION (ADIEM) EA 8,000.0000 16,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 07/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-362404 TIME 12:34 PM ESTIMATE NO. 02 BID OPENING 03/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: BSAIBESS, HIKMAT DATE OF THIS ESTIMATE 07/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT EA 4,000.0000 4,000.00 0.000 0.00 24 OBLITERATE SURFACING M2 30.0000 6,000.00 0.000 0.00 25 REMOVE FENCE (TYPE BW) M 25.0000 450.00 18.000 450.00 18.000 450.00 26 REMOVE FENCE (TYPE WM) M 25.0000 2,175.00 50.500 1,262.50 50.500 1,262.50 27 REMOVE TERMINAL SECTION EA 60.0000 240.00 4.000 240.00 4.000 240.00 28 REMOVE METAL BEAM GUARD RAILING M 50.0000 4,100.00 80.000 4,000.00 80.000 4,000.00 29 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 7,380.00 0.000 0.00 STRIPE 30 REMOVE PAINTED TRAFFIC STRIPE M 2.5000 2,700.00 0.000 0.00 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,375.00 345.000 862.50 345.000 862.50 32 REMOVE HEADWALL EA 2,000.0000 4,000.00 0.000 0.00 33 SALVAGE ROADSIDE SIGN EA 250.0000 750.00 0.000 0.00 34 RECONSTRUCT RSP (1/4 T) M3 85.0000 9,350.00 0.000 0.00 35 RECONSTRUCT FENCE M 100.0000 600.00 0.000 0.00 36 RESET MAILBOX EA 250.0000 750.00 0.000 0.00 37 RESET ROADSIDE SIGN EA 250.0000 500.00 0.000 0.00 38 RELOCATE TEMPORARY CRASH CUSHION (ADIEM) EA 750.0000 1,500.00 0.000 0.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 50.0000 10,500.00 0.000 0.00 40 BRIDGE REMOVAL LS 50,000.0000 50,000.00 0.500 25,000.00 0.500 25,000.00 41 RESET TEMPORARY RAILING (TYPE K) M 20.0000 6,800.00 0.000 0.00 42 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.600 6,000.00 1.000 10,000.00 43 ROADWAY EXCAVATION M3 8.0000 10,240.00 0.000 0.00 44 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.000 0.00 45 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 12,850.00 0.000 0.00 F) 46 STRUCTURE EXCAVATION (RETAINING WALL) M3 10.0000 790.00 0.000 0.00 F) 47 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 9,500.00 0.000 0.00 F) 48 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 2,500.00 0.000 0.00 F) 49 IMPORTED BORROW M3 40.0000 82,400.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-362404 TIME 12:34 PM ESTIMATE NO. 02 BID OPENING 03/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: BSAIBESS, HIKMAT DATE OF THIS ESTIMATE 07/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IMPORTED MATERIAL (SHOULDER BACKING) M3 88.0000 1,584.00 0.000 0.00 51 HIGHWAY PLANTING LS 10,000.0000 10,000.00 0.000 0.00 S) 52 IMPORTED TOPSOIL M3 55.0000 165.00 0.000 0.00 53 STRAW (EROSION CONTROL) TONN 450.0000 2,250.00 0.000 0.00 S) 54 FIBER (EROSION CONTROL) KG 1.0000 2,940.00 0.000 0.00 S) 55 BONDED FIBER MATRIX (EROSION CONTROL) KG 8.0000 1,200.00 0.000 0.00 S) 56 FIBER ROLLS M 15.0000 2,250.00 0.000 0.00 S) 57 COMPOST (EROSION CONTROL) KG 0.5000 1,470.00 0.000 0.00 S) 58 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 2,000.00 0.000 0.00 59 PURE LIVE SEED (EROSION CONTROL) KG 55.0000 6,600.00 0.000 0.00 S) 60 STABILIZING EMULSION (EROSION CONTROL) KG 2.3500 376.00 0.000 0.00 S) 61 PLANT (GROUP W) EA 15.0000 900.00 0.000 0.00 S) 62 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 63 CLASS 2 AGGREGATE BASE M3 60.0000 30,600.00 85.500 5,130.00 85.500 5,130.00 64 ASPHALT CONCRETE (TYPE A) TONN 90.0000 183,600.00 107.900 9,711.00 107.900 9,711.00 65 PAVING ASPHALT (BINDER-PAVEMENT TONN 1,200.0000 720.00 0.000 0.00 REINFORCING FABRIC) 66 PAVEMENT REINFORCING FABRIC M2 2.3000 1,219.00 0.000 0.00 67 FURNISH STEEL PILING (HP 250 X 62) M 75.0000 15,450.00 206.000 15,450.00 206.000 15,450.00 68 DRIVE STEEL PILE (HP 250 X 62) EA 1,875.0000 45,000.00 0.000 0.00 S) 69 FURNISH STEEL PILING (HP 250 X 85) M 85.0000 28,560.00 336.000 28,560.00 336.000 28,560.00 70 DRIVE STEEL PILE (HP 250 X 85) EA 1,875.0000 67,500.00 0.000 0.00 S) 71 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 27,200.00 0.000 0.00 F) 72 STRUCTURAL CONCRETE, BRIDGE M3 856.0000 178,904.00 0.000 0.00 F) 73 STRUCTURAL CONCRETE, RETAINING WALL M3 1,000.0000 25,000.00 0.000 0.00 F) 74 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 17,000.00 0.000 0.00 F) (TYPE EQ) 75 MINOR CONCRETE (MINOR STRUCTURE) M3 250.0000 400.00 0.000 0.00 F) 76 FURNISH PRECAST PRESTRESSED CONCRETE EA 30,000.0000 150,000.00 0.000 0.00 S) BULB-TEE GIRDER (35 M-40 M) PROGRAM CAS145 PAGE 4 DATE 07/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-362404 TIME 12:34 PM ESTIMATE NO. 02 BID OPENING 03/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: BSAIBESS, HIKMAT DATE OF THIS ESTIMATE 07/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ERECT PRECAST PRESTRESSED CONCRETE EA 5,000.0000 25,000.00 0.000 0.00 S) GIRDER 78 JOINT SEAL (MR 30 MM) M 450.0000 11,250.00 0.000 0.00 S) 79 PRECAST CONCRETE BAT HOUSE EA 500.0000 5,000.00 0.000 0.00 80 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 68,980.00 0.000 0.00 SF) 81 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 11,025.00 0.000 0.00 SF) 82 HEADED BAR REINFORCEMENT EA 50.0000 500.00 0.000 0.00 SF) 83 450 MM ALTERNATIVE PIPE CULVERT M 120.0000 2,160.00 0.000 0.00 84 450 MM CORRUGATED STEEL PIPE M 150.0000 750.00 0.000 0.00 (1.63 MM THICK) 85 450 MM ALTERNATIVE FLARED END SECTION EA 900.0000 1,800.00 0.000 0.00 86 ROCK SLOPE PROTECTION M3 90.0000 8,820.00 0.000 0.00 (BACKING NO. 1, METHOD B) 87 ROCK SLOPE PROTECTION M3 90.0000 810.00 0.000 0.00 (BACKING NO. 2, METHOD B) 88 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 120.0000 11,400.00 0.000 0.00 89 ROCK SLOPE PROTECTION FABRIC M2 3.0000 870.00 0.000 0.00 90 MISCELLANEOUS IRON AND STEEL KG 5.0000 540.00 0.000 0.00 F) 91 FENCE (TYPE BW, 4-STRAND) M 70.0000 1,120.00 0.000 0.00 92 OBJECT MARKER (TYPE P) EA 100.0000 600.00 0.000 0.00 93 OBJECT MARKER (TYPE L-1) EA 35.0000 140.00 0.000 0.00 94 METAL BEAM GUARD RAILING M 430.0000 9,890.00 0.000 0.00 S) 95 END SECTION EA 120.0000 360.00 0.000 0.00 96 TERMINAL SYSTEM (TYPE SRT) EA 2,350.0000 7,050.00 0.000 0.00 S) 97 QUADGUARD CRASH CUSHION EA 28,000.0000 28,000.00 0.000 0.00 S) 98 CONCRETE BARRIER (TYPE 732) M 200.0000 21,000.00 0.000 0.00 F) 99 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.3500 4,042.00 0.000 0.00 00 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 2,460.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 01 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 1,600.00 0.000 0.00 02 CONDUIT (BRIDGE) LS 5,000.0000 5,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-362404 TIME 12:34 PM ESTIMATE NO. 02 BID OPENING 03/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: BSAIBESS, HIKMAT DATE OF THIS ESTIMATE 07/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 116,478.00 124,678.00 ADJUSTMENT OF COMPENSATION 113,372.20 113,372.20 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 229,850.20 238,050.20 03 MOBILIZATION LS 170,000.0000 170,000.00 0.750 127,500.00 0.750 127,500.00 ORIGINAL CONTRACT AMOUNT 1,739,176.00 TOTAL WORK COMPLETED 357,350.20 365,550.20 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -7,950.00 -10,000.00 TOTAL 349,400.20 355,550.20 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 04/15/04 300 06/07/04 04/30/04 10/15/05 56 0 -41 0 21% 31% PROGRESS IS SATISFACTORY PER RE REQUEST BSAIBESS, HIKMAT RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/04