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 08/23/05 EST. NO.15 TIME 04:37 PM R.E. NAME: ALEXANDER, NATHAN 02-325804 --------------------------------------------------------------------------- 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 0020 20,410.60 E.W. @ U.P (+) 070405 N 15 0 0020-1 -20,410.60 070405 N 15 0 DAO CORRECTING ENTRY 0020-2 20,410.60 071705 N 15 0 DAO CORRECTING ENTRY 0022 25,564.93 071005 N 17 0 008 0004 3,908.12 E.W. @ F.A.(+) 062305 N 3 0 0005 3,756.76 062405 N 4 0 014 0003 26,000.00 E.W. @ L.S.(+) 072205 N 2 0 79,640.41 TOTAL THIS ESTIMATE 273,758.33 TOTAL PREVIOUS ESTIMATE 353,398.74 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 08/23/05 EST. NO.15 TIME 04:37 PM R.E. NAME: ALEXANDER, NATHAN 02-325804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PROGRESS SCHEDULE -39,116.56 01 PROGRESS SCHEDULE 39,116.56 02 AGGREGATE BASE DECUC -9,265.46 07 AGGREGATE BASE DEDT -2,400.00 08 0.00 -11,665.46 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS 4/4 -10,000.00 03 MISSING PAYROLLS 5/4 -5,000.00 04 REC'D PAYROLLS 4/04 10,000.00 04 MISSING PAYROLLS 7/4 -5,000.00 06 MISSING PAYROLLS 8/4 -5,000.00 07 REC'D PAYROLLS 5/4 5,000.00 07 RET DEDUCT EST #7 5,000.00 09 MISSING PAYROLL #10 -5,000.00 10 RETURN DEDUCT EST #6 5,000.00 10 PARTIAL RETURN EST10 4,000.00 11 RET PART DEDUCT #10 1,000.00 12 0.00 0.00 TOTAL DEDUCTIONS 0.00 -11,665.46 PROGRAM CAS145 PAGE 1 DATE 08/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-325804 TIME 04:37 PM ESTIMATE NO. 15 BID OPENING 10/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 08/23/05 LOCATION PROGRESS ESTIMATE 02-LAS-44-0.0/14.7 ----------------- HAT CREEK CONSTRUCTION AND IN LASSEN COUNTY ABOUT 14.0 KM EAST MATERIALS INC OF OLD STATION FROM SHASTA COUNTY 24339 HIGHWAY 89 TO CRATER LAKE ROAD BURNEY CA 96013 FED. AID NO. ACNH-P044(40)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.750 7,500.00 02 TIME-RELATED OVERHEAD WDAY 775.0000 139,500.00 22.000 17,050.00 154.000 119,350.00 03 TEMPORARY FENCE (TYPE ESA) M 4.7500 43,510.00 837.000 3,975.75 9,142.820 43,428.40 04 PREPARE STORM WATER POLLUTION LS 3,300.0000 3,300.00 0.750 2,475.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 24,000.0000 24,000.00 0.250 6,000.00 1.000 24,000.00 06 TEMPORARY FIBER ROLL M 3.6100 11,552.00 2,211.140 7,982.22 07 TEMPORARY SILT FENCE M 1.0000 100.00 0.000 0.00 08 TEMPORARY STRAW BALE EA 21.0000 2,730.00 0.000 0.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,273.0000 3,819.00 3.000 3,819.00 10 CONSTRUCTION AREA SIGNS LS 8,723.0000 8,723.00 0.075 654.23 0.901 7,859.42 11 TRAFFIC CONTROL SYSTEM LS 305,543.0000 305,543.00 0.200 61,108.60 0.950 290,265.85 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4300 30,960.00 74,742.000 32,139.06 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 9,900.0000 29,700.00 0.600 5,940.00 2.850 28,215.00 14 TEMPORARY FLASHING BEACON LS 44,000.0000 44,000.00 1.000 44,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 112.0000 34,160.00 0.000 0.00 16 ABANDON CULVERT M 57.0000 2,565.00 44.980 2,563.86 17 OBLITERATE SURFACING M2 4.5000 540.00 120.000 540.00 18 REMOVE FENCE (TYPE BW) M 15.0000 270.00 35.000 525.00 S) 19 REMOVE MARKER EA 12.0000 1,560.00 130.000 1,560.00 20 REMOVE ROADSIDE SIGN EA 59.0000 4,012.00 68.000 4,012.00 21 REMOVE DELINEATOR EA 11.5000 4,370.00 380.000 4,370.00 22 RECONSTRUCT FENCE M 49.0000 1,813.00 37.200 1,822.80 37.200 1,822.80 S) PROGRAM CAS145 PAGE 2 DATE 08/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-325804 TIME 04:37 PM ESTIMATE NO. 15 BID OPENING 10/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 08/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RESET ROADSIDE SIGN EA 95.0000 475.00 5.000 475.00 5.000 475.00 24 RELOCATE ROADSIDE SIGN EA 230.0000 920.00 3.000 690.00 3.000 690.00 25 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 19.0000 22,173.00 434.000 8,246.00 S) 26 PULVERIZE ROADBED STA 920.0000 230,000.00 234.630 215,859.60 27 CLEARING AND GRUBBING LS 364,000.0000 364,000.00 1.000 364,000.00 28 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.100 1,000.00 1.000 10,000.00 29 DUST PALLIATIVE (STABILIZING EMULSION) TONN 3,671.0000 106,459.00 8.380 30,762.98 30 ROADWAY EXCAVATION M3 14.3700 432,537.00 30,164.400 433,462.43 31 SAND BACKFILL M3 110.0000 1,540.00 14.000 1,540.00 32 DITCH EXCAVATION M3 70.0000 5,670.00 31.500 2,205.00 33 IMPORTED BORROW M3 20.6100 562,653.00 54.750 1,128.40 28,476.780 586,906.44 34 IMPORTED MATERIAL (SHOULDER BACKING) TONN 10.8300 207,936.00 1,516.740 16,426.29 15,179.340 164,392.25 35 STRAW (EROSION CONTROL) TONN 475.0000 85,500.00 2.620 1,244.50 125.770 59,740.75 S) 36 FIBER (EROSION CONTROL) KG 1.1000 14,850.00 300.000 330.00 13,363.680 14,700.05 S) 37 COMPOST (EROSION CONTROL) KG 0.6800 36,720.00 876.000 595.68 52,565.000 35,744.20 S) 38 CLASS 2 AGGREGATE BASE TONN 16.2600 1,226,004.00 67,896.710 1,104,000.50 39 ASPHALT CONCRETE (TYPE A) TONN 64.8900 5,483,205.00 4,046.160 262,555.32 79,487.130 5,157,919.87 40 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 69.0000 32,085.00 435.380 30,041.22 435.380 30,041.22 AREA) 41 2400 MM X 910 MM PRECAST RCB M 3,000.0000 117,000.00 39.000 117,000.00 42 MINOR CONCRETE (MINOR STRUCTURE) M3 956.0000 55,448.00 56.900 54,396.40 F) 43 MINOR CONCRETE (BACKFILL) M3 140.0000 1,540.00 17.920 2,508.80 44 ROADSIDE SIGN (SPECIAL METAL POST) EA 1,100.0000 13,200.00 1.000 1,100.00 11.000 12,100.00 45 ROADSIDE SIGN - ONE POST EA 229.0000 9,389.00 23.000 5,267.00 45.000 10,305.00 46 ROADSIDE SIGN - TWO POST EA 275.0000 5,500.00 20.000 5,500.00 20.000 5,500.00 47 450 MM ALTERNATIVE PIPE CULVERT M 163.0000 22,820.00 133.300 21,727.90 48 600 MM ALTERNATIVE PIPE CULVERT M 255.0000 61,200.00 237.300 60,511.50 49 600 MM X 450 MM CORRUGATED STEEL PIPE M 387.0000 2,322.00 0.000 0.00 ARCH (2.77 MM THICK) PROGRAM CAS145 PAGE 3 DATE 08/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-325804 TIME 04:37 PM ESTIMATE NO. 15 BID OPENING 10/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 08/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 875 MM X 600 MM CORRUGATED STEEL PIPE M 309.0000 8,343.00 30.000 9,270.00 ARCH (2.01 MM THICK) 51 1050 MM X 725 MM CORRUGATED STEEL PIPE M 325.0000 1,300.00 4.000 1,300.00 ARCH (2.01 MM THICK) 52 450 MM ALTERNATIVE FLARED END SECTION EA 135.0000 540.00 4.000 540.00 53 600 MM ALTERNATIVE FLARED END SECTION EA 176.0000 528.00 3.000 528.00 54 ROCK SLOPE PROTECTION M3 69.0000 1,587.00 15.300 1,055.70 15.300 1,055.70 (FACING, METHOD B) 55 ROCK SLOPE PROTECTION (1T, METHOD B) M3 110.0000 220.00 15.840 1,742.40 56 ROCK SLOPE PROTECTION FABRIC M2 9.0000 558.00 25.500 229.50 25.500 229.50 57 MISCELLANEOUS IRON AND STEEL KG 3.0000 1,302.00 434.000 1,302.00 F) 58 CATTLE GUARD WING (TUBULAR METAL) EA 4,000.0000 8,000.00 2.000 8,000.00 2.000 8,000.00 S) 59 FENCE (TYPE BW, 5-STRAND, WOOD POST) M 50.0000 365.00 43.800 2,190.00 43.800 2,190.00 S) 60 METAL GATE EA 880.0000 880.00 1.000 880.00 1.000 880.00 S) 61 SURVEY MONUMENT (TYPE A) EA 500.0000 23,000.00 5.000 2,500.00 42.000 21,000.00 62 DELINEATOR (CLASS 2) EA 35.0000 13,300.00 437.000 15,295.00 63 HIGHWAY POST MARKER EA 35.0000 1,085.00 33.000 1,155.00 64 MARKER (CULVERT) EA 39.0000 2,145.00 56.000 2,184.00 65 OBJECT MARKER (TYPE L-1) EA 38.0000 1,596.00 40.000 1,520.00 66 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 8,600.00 169.100 7,271.30 169.100 7,271.30 S) 67 THERMOPLASTIC PAVEMENT MARKING M2 121.0000 2,541.00 67.020 8,109.42 67.020 8,109.42 S) (RECESSED 6 MM) 68 THERMOPLASTIC TRAFFIC STRIPE M 0.5500 40,040.00 44,376.000 24,406.80 74,376.000 40,906.80 S) (SPRAYABLE) 69 PAVEMENT MARKER EA 8.5000 31,450.00 3,477.000 29,554.50 3,477.000 29,554.50 S) (RETROREFLECTIVE-RECESSED) 70 LIGHTING (LOCATION 1) LS 62,929.0000 62,929.00 1.000 62,929.00 S) 71 LIGHTING (LOCATION 2) LS 68,429.0000 68,429.00 1.000 68,429.00 S) 72 LIGHTING (LOCATION 3) LS 62,929.0000 62,929.00 1.000 62,929.00 S) PROGRAM CAS145 PAGE 4 DATE 08/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-325804 TIME 04:37 PM ESTIMATE NO. 15 BID OPENING 10/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/05 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 08/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 507,102.01 9,479,484.12 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 79,640.41 353,398.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 586,742.42 9,832,882.86 73 MOBILIZATION LS 330,090.0000 330,090.00 1.000 330,090.00 ORIGINAL CONTRACT AMOUNT 10,489,630.00 TOTAL WORK COMPLETED 586,742.42 10,162,972.86 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -11,665.46 TOTAL 586,742.42 10,151,307.40 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 12/16/03 180 01/28/04 12/31/03 09/30/05 154 257 2 0 88% 85% PROGRESS IS SATISFACTORY ALEXANDER, NATHAN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/05