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 09/22/06 EST. NO.05 TIME 02:08 PM R.E. NAME: BAILEY, JOHN 02-0C9104 --------------------------------------------------------------------------- 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 0004 4,665.60 E.W. @ U.P (+) 091506 N 0004 0 4,665.60 TOTAL THIS ESTIMATE 21,657.30 TOTAL PREVIOUS ESTIMATE 26,322.90 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 09/22/06 EST. NO.05 TIME 02:08 PM R.E. NAME: BAILEY, JOHN 02-0C9104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0C9104 TIME 02:08 PM ESTIMATE NO. 05 BID OPENING 02/22/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: BAILEY, JOHN DATE OF THIS ESTIMATE 09/22/06 LOCATION PROGRESS ESTIMATE 02-TRI-299-20.9/21.4 ----------------- R BROWN CONSTRUCTION COMPANY IN TRINITY COUNTY NEAR DEL LOMA INC FROM 2.0 KM TO 2.5 KM EAST OF P O BOX 406 BIG MOUNTAIN ROAD WILLOW CREEK CA 95573 FED. AID NO. N O N E CURVE IMPROVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 3,750.0000 3,750.00 1.000 3,750.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 3,500.0000 3,500.00 0.040 140.00 0.890 3,115.00 03 TEMPORARY SILT FENCE M 25.0000 7,500.00 250.500 6,262.50 04 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 1,000.00 1.000 1,000.00 05 CONSTRUCTION AREA SIGNS LS 4,250.0000 4,250.00 0.600 2,550.00 S) 06 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 0.040 800.00 0.890 17,800.00 S) 07 TEMPORARY PAVEMENT MARKING (TAPE) M2 110.0000 330.00 8.330 916.30 S) 08 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 2,310.00 70.000 2,310.00 09 PORTABLE DELINEATOR EA 50.0000 1,900.00 38.000 1,900.00 38.000 1,900.00 10 TEMPORARY SIGNAL SYSTEM LS 93,500.0000 93,500.00 0.250 23,375.00 1.000 93,500.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN EA 4,500.0000 9,000.00 2.000 9,000.00 S) 12 TEMPORARY FLASHING BEACON EA 4,400.0000 17,600.00 4.000 17,600.00 S) 13 TEMPORARY RAILING (TYPE K) M 73.0000 44,530.00 585.220 42,721.06 14 REMOVE TRAFFIC STRIPE M 10.3500 6,003.00 936.000 9,687.60 15 RECONSTRUCT TERMINAL SYSTEM (TYPE SRT) EA 1,980.0000 3,960.00 1.600 3,168.00 2.000 3,960.00 S) 16 RECONSTRUCT METAL BEAM GUARD RAILING M 74.7500 2,242.50 22.680 1,695.33 28.580 2,136.36 S) (2.1 M POST) 17 RECONSTRUCT METAL BEAM GUARD RAILING M 57.5000 8,625.00 112.460 6,466.45 139.060 7,995.95 S) (WOOD POST) 18 RECONSTRUCT METAL BEAM GUARD RAILING M 363.0000 11,253.00 24.400 8,857.20 30.500 11,071.50 S) (STEEL POST) 19 RESET ROADSIDE SIGN (WOOD POST) EA 250.0000 250.00 0.000 0.00 20 CLEARING AND GRUBBING LS 8,000.0000 8,000.00 1.000 8,000.00 21 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000.00 22 ROADWAY EXCAVATION M3 25.0000 255,000.00 2,225.700 55,642.50 11,525.700 288,142.50 PROGRAM CAS145 PAGE 2 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0C9104 TIME 02:08 PM ESTIMATE NO. 05 BID OPENING 02/22/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: BAILEY, JOHN DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 24 DRILL HOLE (PRESPLITTING) M 20.2000 20,604.00 0.000 0.00 25 EARTH RETAINING STRUCTURE M2 1,545.0000 29,355.00 19.000 29,355.00 (GUARD RAILING) 26 IMPORTED MATERIAL (SHOULDER BACKING) TONN 46.0000 7,820.00 190.190 8,748.74 190.190 8,748.74 27 STRAW (EROSION CONTROL) TONN 1,100.0000 660.00 0.600 660.00 0.600 660.00 S) 28 FIBER (EROSION CONTROL) KG 1.7500 490.00 280.000 490.00 280.000 490.00 S) 29 COMPOST (EROSION CONTROL) M3 660.0000 924.00 1.400 924.00 1.400 924.00 S) 30 PURE LIVE SEED (EROSION CONTROL) KG 143.0000 3,575.00 25.000 3,575.00 25.000 3,575.00 S) 31 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 4.0000 192.00 48.000 192.00 48.000 192.00 S) 32 STABILIZING EMULSION (EROSION CONTROL) KG 5.5000 291.50 53.000 291.50 53.000 291.50 S) 33 CLASS 2 AGGREGATE BASE M3 88.0000 42,240.00 474.300 41,738.40 550.300 48,426.40 34 ASPHALT CONCRETE (TYPE A) TONN 125.5000 215,860.00 1,339.190 168,068.35 1,563.040 196,161.52 35 ASPHALT CONCRETE (OPEN GRADED) TONN 229.0000 41,220.00 0.000 0.00 36 PLACE ASPHALT CONCRETE DIKE M 39.0000 7,800.00 0.000 0.00 37 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 110.0000 3,960.00 78.000 8,580.00 78.000 8,580.00 AREA) 38 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,037.0000 35,258.00 34.000 35,258.00 PILING (GUARD RAILING) 39 MINOR CONCRETE (MINOR STRUCTURE) M3 1,550.0000 7,750.00 5.000 7,750.00 5.000 7,750.00 40 PAINT MISCELLANEOUS STEEL M2 10.0000 500.00 0.000 0.00 S) 41 600 MM ALTERNATIVE PIPE CULVERT M 753.0000 13,554.00 22.500 16,942.50 22.500 16,942.50 42 750 MM ALTERNATIVE PIPE CULVERT M 947.0000 34,092.00 37.600 35,607.20 37.600 35,607.20 43 600 MM STEEL FLARED END SECTION EA 450.0000 450.00 1.000 450.00 1.000 450.00 44 750 MM STEEL FLARED END SECTION EA 550.0000 550.00 1.000 550.00 1.000 550.00 45 ROCK SLOPE PROTECTION M3 109.5000 4,380.00 47.880 5,242.86 47.880 5,242.86 (FACING, METHOD B) 46 FILTER FABRIC M2 3.7500 525.00 150.300 563.63 150.300 563.63 47 MISCELLANEOUS IRON AND STEEL KG 4.7500 2,574.50 542.000 2,574.50 542.000 2,574.50 48 CHAIN LINK FENCE M 74.7500 19,435.00 128.000 9,568.00 (TYPE CL-1.2, K-RAIL MOUNTED) 49 DELINEATOR (CLASS 1) EA 60.0000 900.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0C9104 TIME 02:08 PM ESTIMATE NO. 05 BID OPENING 02/22/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: BAILEY, JOHN DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MARKER (CULVERT) EA 60.0000 360.00 0.000 0.00 S) 51 GUARD RAILING DELINEATOR EA 40.0000 440.00 0.000 0.00 S) 52 METAL BEAM GUARD RAILING (ELEMENT) M 60.5000 3,690.50 45.210 2,735.21 S) 53 CABLE RAILING M 55.0000 10,450.00 170.000 9,350.00 170.000 9,350.00 S) 54 THERMOPLASTIC TRAFFIC STRIPE M 4.5000 5,535.00 0.000 0.00 S) (SPRAYABLE) 55 PAVEMENT MARKER EA 11.0000 1,540.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0C9104 TIME 02:08 PM ESTIMATE NO. 05 BID OPENING 02/22/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: BAILEY, JOHN DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 419,343.16 967,414.83 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 4,665.60 26,322.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 424,008.76 993,737.73 56 MOBILIZATION LS 100,000.0000 100,000.00 1.000 100,000.00 ORIGINAL CONTRACT AMOUNT 1,131,479.00 TOTAL WORK COMPLETED 424,008.76 1,093,737.73 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 424,008.76 1,093,737.73 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 03/16/06 65 05/15/06 04/30/06 10/02/06 62 58 5 0 89% 89% PROGRESS IS SATISFACTORY *** SUSPENDED ON 08/28/06. BAILEY, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/22/06