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 06/23/08 EST. NO.10 TIME 03:54 PM R.E. NAME: BEHVAND, MORTEZA 03-4C2904 --------------------------------------------------------------------------- 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 06/23/08 EST. NO.10 TIME 03:54 PM R.E. NAME: BEHVAND, MORTEZA 03-4C2904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 04 RECEIVED FHWA 1391 10,000.00 05 MISSING CEM2402(F) -10,000.00 07 RECEIVED CEM2402(F) 10,000.00 10 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 5/07 -10,000.00 01 PER LTR DATED 6/07 -10,000.00 02 PER LTR DATED 8/07 -1,000.00 04 RETURN 5/07 DEDUCT 10,000.00 04 PER LTR DATED 9/07 -6,000.00 05 RETURN 6/07 DEDUCT 10,000.00 05 PER LTR DATED 10/07 -5,000.00 06 CERTIFIED PAYROLLS 12,000.00 09 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4C2904 TIME 03:54 PM ESTIMATE NO. 10 BID OPENING 09/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/07 R.E. NAME: BEHVAND, MORTEZA DATE OF THIS ESTIMATE 06/23/08 LOCATION FINAL ESTIMATE 03-SAC-16-8.3/ .0 -------------- TEICHERT CONSTRUCTION IN SACRAMENTO COUNTY ABOUT 7 KM P O BOX 15144 EAST OF SACRAMENTO FROM 0.7 KM WEST SACRAMENTO CA 95851 OF EXCELSIOR ROAD TO 0.5 KM EAST OF EXCELSIOR ROAD FED. AID NO. ACST-P016(30)E ,PH-P016(30)E INSTALL SIGNALS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 28.0000 12,600.00 475.500 13,314.00 S) 02 PREPARE STORM WATER POLLUTION LS 5,200.0000 5,200.00 1.000 5,200.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 23,000.0000 23,000.00 1.000 23,000.00 04 TEMPORARY FIBER ROLL M 12.0000 37,200.00 274.300 3,291.60 05 TEMPORARY SILT FENCE M 15.0000 46,500.00 250.000 3,750.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,250.0000 3,250.00 1.000 3,250.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 16,000.00 4.000 12,800.00 08 CONSTRUCTION AREA SIGNS LS 12,900.0000 12,900.00 1.000 12,900.00 S) 09 TRAFFIC CONTROL SYSTEM LS 149,470.0000 149,470.00 1.000 149,470.00 S) 10 TYPE III BARRICADE EA 100.0000 4,100.00 61.000 6,100.00 S) 11 TEMPORARY PAVEMENT MARKING (PAINT) M2 42.0000 1,428.00 23.400 982.80 S) 12 TEMPORARY TRAFFIC STRIPE (TAPE) M 8.4000 3,612.00 244.000 2,049.60 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.2000 21,210.00 4,259.000 17,887.80 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 57.0000 10,830.00 127.000 7,239.00 S) 15 TEMPORARY PAVEMENT MARKER EA 10.5000 5,250.00 512.000 5,376.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 26,000.0000 26,000.00 1.000 26,000.00 S) 17 TEMPORARY RAILING (TYPE K) M 110.0000 8,800.00 96.000 10,560.00 18 OBLITERATE SURFACING M2 4.0000 14,800.00 3,705.000 14,820.00 19 REMOVE WIRE MESH FENCE WITH COBBLE BASE M 18.0000 324.00 18.000 324.00 20 REMOVE CHAIN LINK FENCE M 48.0000 1,056.00 22.000 1,056.00 21 REMOVE METAL BEAM GUARD RAILING M 13.0000 1,560.00 120.000 1,560.00 22 REMOVE YELLOW TRAFFIC STRIPE M 10.5000 7,875.00 386.000 4,053.00 S) PROGRAM CAS145 PAGE 2 DATE 06/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4C2904 TIME 03:54 PM ESTIMATE NO. 10 BID OPENING 09/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/07 R.E. NAME: BEHVAND, MORTEZA DATE OF THIS ESTIMATE 06/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE WHITE TRAFFIC STRIPE M 3.1500 3,244.50 0.000 0.00 S) 24 REMOVE PAVEMENT MARKING M2 42.0000 504.00 0.000 0.00 S) 25 REMOVE ROADSIDE SIGN EA 110.0000 660.00 6.000 660.00 26 REMOVE ASPHALT CONCRETE DIKE M 63.0000 3,402.00 54.000 3,402.00 27 REMOVE CULVERT M 100.0000 9,100.00 91.000 9,100.00 28 RESET MAILBOX EA 360.0000 2,160.00 6.000 2,160.00 29 RELOCATE ROADSIDE SIGN EA 230.0000 1,610.00 8.000 1,840.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.2500 26,162.50 7,940.000 25,805.00 S) 31 REMOVE CONCRETE (PORTION) M3 530.0000 371.00 0.700 371.00 32 REMOVE COBBLE WALL M3 110.0000 660.00 6.000 660.00 33 REMOVE CONCRETE FLARED END SECTION EA 680.0000 680.00 1.000 680.00 34 REMOVE 1.8 M X 1.5 M DOUBLE RCB LS 24,000.0000 24,000.00 1.000 24,000.00 35 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 36 ROADWAY EXCAVATION M3 22.7000 242,890.00 10,700.000 242,890.00 37 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 38 IMPORTED BORROW M3 17.0000 32,130.00 1,890.000 32,130.00 39 IMPORTED MATERIAL (SHOULDER BACKING) TONN 350.0000 12,250.00 35.000 12,250.00 40 STRAW (EROSION CONTROL) TONN 280.0000 4,760.00 17.000 4,760.00 S) 41 FIBER (EROSION CONTROL) KG 0.8500 1,598.00 1,882.000 1,599.70 S) 42 COMPOST (EROSION CONTROL) M3 500.0000 20,000.00 40.000 20,000.00 S) 43 PURE LIVE SEED (EROSION CONTROL) KG 175.0000 21,000.00 120.000 21,000.00 S) 44 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.3500 6,627.00 2,824.000 6,636.40 S) 45 STABILIZING EMULSION (EROSION CONTROL) KG 2.3500 2,209.00 941.000 2,211.35 S) 46 CLASS 2 AGGREGATE BASE M3 72.0000 612,000.00 8,500.000 612,000.00 47 REPLACE ASPHALT CONCRETE SURFACING M3 150.0000 13,050.00 87.000 13,050.00 48 ASPHALT CONCRETE (TYPE A) TONN 79.0000 940,100.00 11,244.310 888,300.49 49 ASPHALT CONCRETE (OPEN GRADED) TONN 90.0000 102,600.00 1,227.080 110,437.20 PROGRAM CAS145 PAGE 3 DATE 06/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4C2904 TIME 03:54 PM ESTIMATE NO. 10 BID OPENING 09/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/07 R.E. NAME: BEHVAND, MORTEZA DATE OF THIS ESTIMATE 06/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PAVEMENT REINFORCING FABRIC M2 4.0000 7,720.00 2,099.000 8,396.00 51 3.0 M X 1.5 M PRECAST DOUBLE BOX CULVERT M 8,800.0000 387,200.00 44.000 387,200.00 52 CLASS 4 CONCRETE (BACKFILL) M3 530.0000 6,360.00 10.000 5,300.00 53 CLASS 1 CONCRETE (STRUCTURE) M3 5,000.0000 155,000.00 31.000 155,000.00 F) 54 MINOR CONCRETE (MINOR STRUCTURE) M3 4,300.0000 3,010.00 0.700 3,010.00 F) 55 ROADSIDE SIGN - ONE POST EA 240.0000 2,880.00 13.000 3,120.00 56 ROADSIDE SIGN - TWO POST EA 470.0000 940.00 2.000 940.00 57 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 530.0000 1,060.00 2.000 1,060.00 METHOD) 58 300 MM ALTERNATIVE PIPE CULVERT M 440.0000 8,800.00 20.000 8,800.00 59 450 MM ALTERNATIVE PIPE CULVERT M 490.0000 17,640.00 36.000 17,640.00 60 600 MM ALTERNATIVE PIPE CULVERT M 550.0000 45,650.00 71.600 39,380.00 61 300 MM ALTERNATIVE FLARED END SECTION EA 850.0000 3,400.00 4.000 3,400.00 62 450 MM ALTERNATIVE FLARED END SECTION EA 920.0000 7,360.00 8.000 7,360.00 63 600 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 6,500.00 5.000 6,500.00 64 MINOR CONCRETE (MISCELLANEOUS M3 1,800.0000 28,800.00 16.000 28,800.00 CONSTRUCTION) 65 MISCELLANEOUS IRON AND STEEL KG 4.0000 440.00 110.000 440.00 SF) 66 DELINEATOR (CLASS 1) EA 33.5000 636.50 19.000 636.50 67 MARKER (CULVERT) EA 36.5000 146.00 4.000 146.00 68 HIGHWAY POST MARKER EA 36.5000 73.00 2.000 73.00 69 CABLE RAILING M 69.0000 1,932.00 28.000 1,932.00 S) 70 THERMOPLASTIC PAVEMENT MARKING M2 52.5000 5,775.00 372.310 19,546.28 S) 71 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.1500 22,995.00 7,935.000 24,995.25 S) 72 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.2000 1,722.00 408.000 1,713.60 S) 73 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.1500 4,032.00 1,388.000 4,372.20 S) (BROKEN 10.98 M - 3.66 M) 74 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.5000 6,195.00 640.000 6,720.00 S) 75 MODIFY TRAFFIC SIGNAL AND LIGHTING LS 350,000.0000 350,000.00 1.000 350,000.00 S) 76 EMERGENCY VEHICLE DETECTORS SYSTEM LS 12,000.0000 12,000.00 1.000 12,000.00 S) PROGRAM CAS145 PAGE 4 DATE 06/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4C2904 TIME 03:54 PM ESTIMATE NO. 10 BID OPENING 09/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/30/07 R.E. NAME: BEHVAND, MORTEZA DATE OF THIS ESTIMATE 06/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 3,483,407.77 ADJUSTMENT OF COMPENSATION 0.00 3,922.95 EXTRA WORK 0.00 116,796.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 3,604,126.85 77 MOBILIZATION LS 349,851.5000 349,851.50 1.000 349,851.50 ORIGINAL CONTRACT AMOUNT 3,958,851.00 TOTAL WORK COMPLETED 0.00 3,953,978.35 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 10,000.00 3,953,978.35 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/16/06 110 05/01/07 10/31/06 10/30/07 120 129 11 0 100% 100% BEHVAND, MORTEZA RESIDENT ENGINEER PROGRAM CAS145 DATE 06/23/08