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 01/21/05 EST. NO.08 TIME 03:46 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 --------------------------------------------------------------------------- 001 0022 590.78 E.W. @ F.A.(+) 111104 N 0034.0 0023 590.78 111204 N 0035.0 0024 728.30 111304 N 0036.0 0025 908.57 111404 N 0037.0 0026 590.78 111504 N 0038.0 0027 590.78 111604 N 0039.0 0028 590.78 111704 N 0040.0 0029 590.78 111804 N 0041.0 0030 214.16 111904 N 0042.0 0031 590.78 110804 N 0032.0 0032 590.78 110904 N 0033.0 0034 226.07 112204 Y 0043.0 6,803.34 TOTAL THIS ESTIMATE 231,662.51 TOTAL PREVIOUS ESTIMATE 238,465.85 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 01/21/05 EST. NO.08 TIME 03:46 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 NO RMV MATERIAL 25% -9,607.50 04 MATERIALS REMOVED 9,607.50 05 25% CPM DEDUCTION -20,208.75 07 CPM SUBMITTED 20,208.75 08 20,208.75 0.00 LABOR COMPLIANCE VIOLATION VPER LTR DATED 07/04 -10,000.00 02 PER LTR. DATED 8/4 -10,000.00 03 PER LTR DATED 09/04 -3,843.00 04 PER LTR DATED 11/4 -10,000.00 06 PER LTR DATED 12/04 -10,000.00 07 REC'D PAYROLLS 8/04 10,000.00 07 PER LTR DATED 01/05 -1,000.00 08 REL 7/4 AND 11/4 RET 20,000.00 08 19,000.00 -14,843.00 TOTAL DEDUCTIONS 39,208.75 -14,843.00 PROGRAM CAS145 PAGE 1 DATE 01/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-362404 TIME 03:46 PM ESTIMATE NO. 08 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 01/20/05 R.E. NAME: BSAIBESS, HIKMAT DATE OF THIS ESTIMATE 01/21/05 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 0.200 400.00 0.850 1,700.00 02 TEMPORARY FENCE (TYPE ESA) M 5.0000 2,550.00 499.000 2,495.00 S) 03 TEMPORARY GATE (6M) EA 1,000.0000 1,000.00 -1.000 -1,000.00 0.000 0.00 04 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.800 8,000.00 06 TEMPORARY SILT FENCE M 5.0000 2,100.00 327.000 1,635.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 1,500.00 1.000 1,500.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 2,000.00 1.000 2,000.00 09 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 0.050 200.00 0.850 3,400.00 S) 10 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.050 2,000.00 0.850 34,000.00 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 1,389.000 2,778.00 1,803.000 3,606.00 14 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 390.00 13.000 390.00 15 PORTABLE DELINEATOR EA 15.0000 90.00 6.000 90.00 16 TEMPORARY PAVEMENT MARKER EA 2.0000 200.00 100.000 200.00 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 0.100 1,500.00 0.900 13,500.00 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 21 TEMPORARY CRASH CUSHION MODULE EA 175.0000 3,850.00 22.000 3,850.00 22 TEMPORARY CRASH CUSHION (ADIEM) EA 8,000.0000 16,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 01/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-362404 TIME 03:46 PM ESTIMATE NO. 08 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 01/20/05 R.E. NAME: BSAIBESS, HIKMAT DATE OF THIS ESTIMATE 01/21/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 4,000.00 24 OBLITERATE SURFACING M2 30.0000 6,000.00 175.000 5,250.00 25 REMOVE FENCE (TYPE BW) M 25.0000 450.00 18.000 450.00 26 REMOVE FENCE (TYPE WM) M 25.0000 2,175.00 66.500 1,662.50 27 REMOVE TERMINAL SECTION EA 60.0000 240.00 4.000 240.00 28 REMOVE METAL BEAM GUARD RAILING M 50.0000 4,100.00 80.000 4,000.00 29 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 7,380.00 1,200.000 7,200.00 STRIPE 30 REMOVE PAINTED TRAFFIC STRIPE M 2.5000 2,700.00 0.000 0.00 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,375.00 565.000 1,412.50 32 REMOVE HEADWALL EA 2,000.0000 4,000.00 2.000 4,000.00 33 SALVAGE ROADSIDE SIGN EA 250.0000 750.00 1.000 250.00 34 RECONSTRUCT RSP (1/4 T) M3 85.0000 9,350.00 105.000 8,925.00 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 1.000 750.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 50.0000 10,500.00 210.000 10,500.00 40 BRIDGE REMOVAL LS 50,000.0000 50,000.00 1.000 50,000.00 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 1.000 10,000.00 43 ROADWAY EXCAVATION M3 8.0000 10,240.00 1,280.000 10,240.00 44 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 45 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 12,850.00 257.000 12,850.00 F) 46 STRUCTURE EXCAVATION (RETAINING WALL) M3 10.0000 790.00 79.000 790.00 F) 47 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 9,500.00 190.000 9,500.00 F) 48 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 2,500.00 50.000 2,500.00 F) 49 IMPORTED BORROW M3 40.0000 82,400.00 -463.000 -18,520.00 1,597.000 63,880.00 PROGRAM CAS145 PAGE 3 DATE 01/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-362404 TIME 03:46 PM ESTIMATE NO. 08 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 01/20/05 R.E. NAME: BSAIBESS, HIKMAT DATE OF THIS ESTIMATE 01/21/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.750 206.25 53 STRAW (EROSION CONTROL) TONN 450.0000 2,250.00 5.000 2,250.00 5.000 2,250.00 S) 54 FIBER (EROSION CONTROL) KG 1.0000 2,940.00 2,940.000 2,940.00 2,940.000 2,940.00 S) 55 BONDED FIBER MATRIX (EROSION CONTROL) KG 8.0000 1,200.00 180.000 1,440.00 S) 56 FIBER ROLLS M 15.0000 2,250.00 150.000 2,250.00 S) 57 COMPOST (EROSION CONTROL) KG 0.5000 1,470.00 2,940.000 1,470.00 2,940.000 1,470.00 S) 58 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 2,000.00 1.000 1,000.00 1.000 1,000.00 59 PURE LIVE SEED (EROSION CONTROL) KG 55.0000 6,600.00 115.000 6,325.00 120.000 6,600.00 S) 60 STABILIZING EMULSION (EROSION CONTROL) KG 2.3500 376.00 160.000 376.00 160.000 376.00 S) 61 PLANT (GROUP W) EA 15.0000 900.00 60.000 900.00 60.000 900.00 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 30,600.00 541.000 32,460.00 64 ASPHALT CONCRETE (TYPE A) TONN 90.0000 183,600.00 1,245.890 112,130.10 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 15,450.00 140.300 10,522.50 68 DRIVE STEEL PILE (HP 250 X 62) EA 1,875.0000 45,000.00 24.000 45,000.00 S) 69 FURNISH STEEL PILING (HP 250 X 85) M 85.0000 28,560.00 205.200 17,442.00 70 DRIVE STEEL PILE (HP 250 X 85) EA 1,875.0000 67,500.00 37.000 69,375.00 S) 71 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 27,200.00 68.000 27,200.00 F) 72 STRUCTURAL CONCRETE, BRIDGE M3 856.0000 178,904.00 209.000 178,904.00 F) 73 STRUCTURAL CONCRETE, RETAINING WALL M3 1,000.0000 25,000.00 25.000 25,000.00 F) 74 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 17,000.00 17.000 17,000.00 F) (TYPE EQ) 75 MINOR CONCRETE (MINOR STRUCTURE) M3 250.0000 400.00 1.600 400.00 F) 76 FURNISH PRECAST PRESTRESSED CONCRETE EA 30,000.0000 150,000.00 5.000 150,000.00 S) BULB-TEE GIRDER (35 M-40 M) PROGRAM CAS145 PAGE 4 DATE 01/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-362404 TIME 03:46 PM ESTIMATE NO. 08 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 01/20/05 R.E. NAME: BSAIBESS, HIKMAT DATE OF THIS ESTIMATE 01/21/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 25,000.00 S) GIRDER 78 JOINT SEAL (MR 30 MM) M 450.0000 11,250.00 25.000 11,250.00 S) 79 PRECAST CONCRETE BAT HOUSE EA 500.0000 5,000.00 10.000 5,000.00 80 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 68,980.00 34,490.000 68,980.00 SF) 81 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 11,025.00 3,675.000 11,025.00 SF) 82 HEADED BAR REINFORCEMENT EA 50.0000 500.00 20.000 1,000.00 SF) 83 450 MM ALTERNATIVE PIPE CULVERT M 120.0000 2,160.00 22.000 2,640.00 84 450 MM CORRUGATED STEEL PIPE M 150.0000 750.00 5.000 750.00 (1.63 MM THICK) 85 450 MM ALTERNATIVE FLARED END SECTION EA 900.0000 1,800.00 2.000 1,800.00 86 ROCK SLOPE PROTECTION M3 90.0000 8,820.00 98.000 8,820.00 (BACKING NO. 1, METHOD B) 87 ROCK SLOPE PROTECTION M3 90.0000 810.00 11.000 990.00 (BACKING NO. 2, METHOD B) 88 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 120.0000 11,400.00 119.000 14,280.00 89 ROCK SLOPE PROTECTION FABRIC M2 3.0000 870.00 344.000 1,032.00 90 MISCELLANEOUS IRON AND STEEL KG 5.0000 540.00 108.000 540.00 F) 91 FENCE (TYPE BW, 4-STRAND) M 70.0000 1,120.00 16.000 1,120.00 92 OBJECT MARKER (TYPE P) EA 100.0000 600.00 6.000 600.00 93 OBJECT MARKER (TYPE L-1) EA 35.0000 140.00 4.000 140.00 94 METAL BEAM GUARD RAILING M 430.0000 9,890.00 0.000 0.00 S) 95 END SECTION EA 120.0000 360.00 3.000 360.00 96 TERMINAL SYSTEM (TYPE SRT) EA 2,350.0000 7,050.00 3.000 7,050.00 S) 97 QUADGUARD CRASH CUSHION EA 28,000.0000 28,000.00 1.000 28,000.00 S) 98 CONCRETE BARRIER (TYPE 732) M 200.0000 21,000.00 105.000 21,000.00 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 1,600.00 142.000 1,420.00 142.000 1,420.00 02 CONDUIT (BRIDGE) LS 5,000.0000 5,000.00 0.900 4,500.00 PROGRAM CAS145 PAGE 5 DATE 01/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-362404 TIME 03:46 PM ESTIMATE NO. 08 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 01/20/05 R.E. NAME: BSAIBESS, HIKMAT DATE OF THIS ESTIMATE 01/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,039.00 1,216,628.85 ADJUSTMENT OF COMPENSATION 0.00 228,202.73 EXTRA WORK 6,803.34 10,263.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 10,842.34 1,455,094.70 03 MOBILIZATION LS 170,000.0000 170,000.00 1.000 170,000.00 ORIGINAL CONTRACT AMOUNT 1,739,176.00 TOTAL WORK COMPLETED 10,842.34 1,625,094.70 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 39,208.75 -14,843.00 TOTAL 50,051.09 1,610,251.70 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 08/15/05 112 70 -41 0 93% 63% PROGRESS IS SATISFACTORY BSAIBESS, HIKMAT RESIDENT ENGINEER PROGRAM CAS145 DATE 01/21/05