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 07/25/05 EST. NO.09 TIME 02:41 PM R.E. NAME: BSAIBESS, HIKMAT 01-365004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 07/25/05 EST. NO.09 TIME 02:41 PM R.E. NAME: BSAIBESS, HIKMAT 01-365004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 25% CPM DEDUCTION -67,293.43 05 CPM SUBMITTED 67,293.43 06 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY SECTION 4107(C) VIOL -2,000.00 01 0.00 -2,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 09/04 -10,000.00 02 PER LTR DATED 10/04 -10,000.00 03 PER LTR DATED 11/4 -5,000.00 04 PER LTR DATED 12/4 -10,000.00 05 RETURN DED 10/4,11/4 15,000.00 05 PER LTR DATED 01/05 -1,000.00 06 REL 10/4 & 11/4 RETN 15,000.00 06 REC'D PAYROLLS 6,000.00 07 0.00 0.00 TOTAL DEDUCTIONS 0.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 07/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-365004 TIME 02:41 PM ESTIMATE NO. 09 BID OPENING 03/30/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/05 R.E. NAME: BSAIBESS, HIKMAT DATE OF THIS ESTIMATE 07/25/05 LOCATION PROGRESS ESTIMATE 01-MEN-128-R28.1/28.3 ----------------- M C M CONSTRUCTION INC IN MENDOCINO COUNTY AT BOONVILLE P O BOX 620 FROM 0.2 KM SOUTH OF ANDERSON NORTH HIGHLANDS CA 95660 VALLEY ROAD TO MOUNTAIN VIEW ROAD FED. AID NO. ACST-P128(41)E ,P-P128(41)E BRIDGE REPLACEMENT (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 0.500 1,000.00 02 TEMPORARY FENCE (TYPE CL-1.8) M 50.0000 2,400.00 51.000 2,550.00 S) 03 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.900 9,000.00 05 TEMPORARY SILT FENCE M 5.0000 625.00 115.000 575.00 S) 06 TEMPORARY GRAVEL BAG BERM LS 1,000.0000 1,000.00 0.000 0.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 1,500.00 1.000 1,500.00 08 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 0.750 3,000.00 S) 09 TRAFFIC CONTROL SYSTEM LS 15,000.0000 15,000.00 0.900 13,500.00 10 TYPE III BARRICADE EA 50.0000 200.00 4.000 200.00 S) 11 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 1,880.00 47.000 1,880.00 S) 12 TEMPORARY TRAFFIC STRIPE (TAPE) M 7.0000 574.00 0.000 0.00 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5000 3,240.00 2,393.600 3,590.40 S) 14 TRAFFIC PLASTIC DRUMS EA 40.0000 1,760.00 0.000 0.00 15 TEMPORARY PAVEMENT MARKER EA 7.0000 1,120.00 184.000 1,288.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,500.0000 15,000.00 1.000 7,500.00 S) 17 TEMPORARY RAILING (TYPE K) M 100.0000 30,000.00 292.000 29,200.00 S) 18 TEMPORARY CRASH CUSHION MODULE EA 175.0000 3,850.00 22.000 3,850.00 S) 19 TEMPORARY CRASH CUSHION (ADIEM) EA 8,000.0000 8,000.00 0.000 0.00 S) 20 REMOVE FENCE (TYPE BW) M 5.0000 750.00 147.000 735.00 S) 21 REMOVE CHAIN LINK FENCE M 5.0000 1,400.00 290.000 1,450.00 S) 22 REMOVE METAL BEAM GUARD RAILING M 20.0000 1,520.00 80.000 1,600.00 S) PROGRAM CAS145 PAGE 2 DATE 07/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-365004 TIME 02:41 PM ESTIMATE NO. 09 BID OPENING 03/30/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/05 R.E. NAME: BSAIBESS, HIKMAT DATE OF THIS ESTIMATE 07/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW THERMOPLASTIC TRAFFIC M2 550.0000 1,100.00 0.000 0.00 S) STRIPE 24 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 1,280.00 400.000 800.00 S) 25 REMOVE PAINTED PAVEMENT MARKING M2 35.0000 525.00 7.640 267.40 7.640 267.40 S) 26 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND M2 35.0000 525.00 0.000 0.00 S) PAVEMENT MARKING 27 REMOVE ROADSIDE SIGN EA 45.0000 315.00 7.000 315.00 S) 28 REMOVE CULVERT M 750.0000 750.00 1.200 900.00 29 REMOVE INLET EA 750.0000 750.00 1.000 750.00 30 REMOVE DOWNDRAIN EA 750.0000 2,250.00 3.000 2,250.00 31 RESET ROADSIDE SIGN EA 150.0000 1,500.00 10.000 1,500.00 S) 32 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 10,175.00 4,708.000 11,770.00 (25 MM MAXIMUM) 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 13.0000 10,920.00 840.000 10,920.00 (75 MM MAXIMUM) 34 BRIDGE REMOVAL LS 70,000.0000 70,000.00 1.000 70,000.00 35 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 36 ROADWAY EXCAVATION M3 50.0000 15,500.00 310.000 15,500.00 37 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 38 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 12,520.00 313.000 12,520.00 F) 39 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 3,650.00 73.000 3,650.00 40 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 12,690.00 141.000 12,690.00 F) 41 STRUCTURE BACKFILL (RETAINING WALL) M3 125.0000 4,375.00 35.000 4,375.00 42 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 540.00 9.000 540.00 WALL) 43 DITCH EXCAVATION M3 55.0000 1,485.00 26.300 1,446.50 44 IMPORTED BORROW M3 37.5000 41,625.00 1,110.000 41,625.00 45 IMPORTED MATERIAL (SHOULDER BACKING) TONN 135.0000 3,240.00 0.000 0.00 46 HIGHWAY PLANTING LS 2,000.0000 2,000.00 1.000 2,000.00 S) 47 STRAW (EROSION CONTROL) TONN 400.0000 2,800.00 3.500 1,400.00 S) 48 FIBER (EROSION CONTROL) KG 1.0000 1,820.00 910.000 910.00 S) 49 FIBER ROLLS M 10.0000 7,400.00 408.000 4,080.00 S) PROGRAM CAS145 PAGE 3 DATE 07/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-365004 TIME 02:41 PM ESTIMATE NO. 09 BID OPENING 03/30/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/05 R.E. NAME: BSAIBESS, HIKMAT DATE OF THIS ESTIMATE 07/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COMPOST (EROSION CONTROL) M3 120.0000 600.00 2.500 300.00 S) 51 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 850.0000 1,700.00 1.000 850.00 S) 52 PURE LIVE SEED (EROSION CONTROL) KG 50.0000 6,000.00 60.000 3,000.00 S) 53 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 740.00 185.000 370.00 S) 54 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 560.00 140.000 280.00 S) 55 PLANT (GROUP W) EA 15.0000 1,500.00 100.000 1,500.00 S) 56 PLANT ESTABLISHMENT WORK LS 4,000.0000 4,000.00 0.000 0.00 S) 57 ASPHALT CONCRETE (TYPE A) TONN 90.0000 220,500.00 1,996.060 179,645.40 58 ASPHALT CONCRETE (OPEN GRADED) TONN 100.0000 31,000.00 347.310 34,731.00 59 PAVING ASPHALT (BINDER-PAVEMENT TONN 1,200.0000 600.00 0.500 600.00 REINFORCING FABRIC) 60 PAVEMENT REINFORCING FABRIC M2 2.5000 950.00 357.600 894.00 61 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 18.0000 2,700.00 150.000 2,700.00 AREA) 62 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 420.00 42.000 420.00 63 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.5000 2,775.00 372.000 2,790.00 64 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 27.5000 440.00 16.000 440.00 65 FURNISH STEEL PILING (HP 250 X 85) M 40.0000 24,360.00 597.000 23,880.00 66 DRIVE STEEL PILE (HP 250 X 85) EA 1,500.0000 54,000.00 36.000 54,000.00 S) 67 PRESTRESSING CAST-IN-PLACE CONCRETE LS 45,000.0000 45,000.00 1.000 45,000.00 S) 68 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 13,800.00 46.000 13,800.00 F) 69 STRUCTURAL CONCRETE, BRIDGE M3 1,152.0000 558,720.00 422.000 486,144.00 F) 70 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 15,500.00 31.000 15,500.00 F) 71 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 600.00 0.600 600.00 F) 72 JOINT SEAL (MR 40 MM) M 200.0000 6,400.00 29.070 5,814.00 29.070 5,814.00 S) 73 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 115,657.50 66,090.000 115,657.50 SF) 74 BAR REINFORCING STEEL (RETAINING WALL) KG 8.0000 3,520.00 440.000 3,520.00 F) 75 ROADSIDE SIGN - ONE POST EA 250.0000 1,750.00 7.000 1,750.00 S) 76 750 MM CORRUGATED STEEL PIPE M 1,175.0000 1,175.00 1.200 1,410.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 4 DATE 07/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-365004 TIME 02:41 PM ESTIMATE NO. 09 BID OPENING 03/30/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/05 R.E. NAME: BSAIBESS, HIKMAT DATE OF THIS ESTIMATE 07/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FLUME DOWNDRAIN M 100.0000 1,300.00 15.250 1,525.00 78 TAPERED INLET EA 900.0000 2,700.00 3.000 2,700.00 79 ANCHOR ASSEMBLY EA 150.0000 900.00 6.000 900.00 80 ROCK SLOPE PROTECTION M3 300.0000 870.00 2.900 870.00 (FACING, METHOD B) 81 ROCK SLOPE PROTECTION FABRIC M2 7.0000 126.00 18.000 126.00 82 MISCELLANEOUS IRON AND STEEL KG 10.0000 1,080.00 108.000 1,080.00 83 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 1,040.00 104.000 1,040.00 SF) 84 FENCE (TYPE BW, 5 STRAND, METAL POST) M 20.0000 4,600.00 218.000 4,360.00 S) 85 CHAIN LINK FENCE (TYPE CL-1.2) M 30.0000 1,440.00 50.000 1,500.00 S) 86 CHAIN LINK FENCE (TYPE CL-1.8) M 45.0000 6,750.00 149.000 6,705.00 S) 87 GUARD RAILING DELINEATOR EA 25.0000 50.00 2.000 50.00 S) 88 OBJECT MARKER (TYPE L-1) EA 30.0000 60.00 2.000 60.00 S) 89 METAL BEAM GUARD RAILING M 150.0000 4,650.00 30.500 4,575.00 S) 90 TUBULAR BICYCLE RAILING M 200.0000 20,600.00 103.000 20,600.00 SF) 91 TERMINAL SECTION (TYPE B) EA 75.0000 150.00 2.000 150.00 92 END SECTION EA 75.0000 150.00 2.000 150.00 93 TERMINAL SYSTEM (TYPE SRT) EA 1,500.0000 6,000.00 4.000 6,000.00 S) 94 CONCRETE BARRIER (TYPE 60D) M 200.0000 10,000.00 50.000 10,000.00 95 CONCRETE BARRIER (TYPE 732) (MOD) M 200.0000 20,600.00 103.000 20,600.00 F) 96 THERMOPLASTIC PAVEMENT MARKING M2 100.0000 1,200.00 11.240 1,124.00 11.240 1,124.00 S) 97 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 5,100.00 2,046.000 5,115.00 2,046.000 5,115.00 S) 98 200 MM THERMOPLASTIC TRAFFIC STRIPE M 50.0000 400.00 0.000 0.00 S) 99 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,100.00 434.000 1,085.00 434.000 1,085.00 S) (BROKEN 10.98 M - 3.66 M) 00 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 1,120.00 131.000 1,048.00 253.000 2,024.00 S) 01 LIGHTING AND TEMPORARY SIGNAL AND LS 70,000.0000 70,000.00 0.000 0.00 S) LIGHTING 02 COMMUNICATION CONDUIT (BRIDGE) M 75.0000 7,950.00 106.000 7,950.00 S) 03 NO. 5 PULL BOX EA 375.0000 1,500.00 4.000 1,500.00 4.000 1,500.00 S) PROGRAM CAS145 PAGE 5 DATE 07/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-365004 TIME 02:41 PM ESTIMATE NO. 09 BID OPENING 03/30/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/05 R.E. NAME: BSAIBESS, HIKMAT DATE OF THIS ESTIMATE 07/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 COMMUNICATION PULL BOX EA 400.0000 800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 07/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-365004 TIME 02:41 PM ESTIMATE NO. 09 BID OPENING 03/30/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/05 R.E. NAME: BSAIBESS, HIKMAT DATE OF THIS ESTIMATE 07/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 15,953.40 1,387,512.20 ADJUSTMENT OF COMPENSATION 0.00 90,224.00 EXTRA WORK 0.00 26,462.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 15,953.40 1,504,198.97 05 MOBILIZATION LS 175,000.0000 175,000.00 1.000 175,000.00 ORIGINAL CONTRACT AMOUNT 1,785,257.50 TOTAL WORK COMPLETED 15,953.40 1,679,198.97 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,000.00 TOTAL 15,953.40 1,677,198.97 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 04/29/04 405 07/30/04 05/14/04 06/12/06 141 156 -40 0 91% 59% PROGRESS IS SATISFACTORY BSAIBESS, HIKMAT RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/05