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 07/25/07 EST. NO.05 TIME 01:42 PM R.E. NAME: WOOD, JAMES 02-383004 --------------------------------------------------------------------------- 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 0005 11,203.38 E.W. @ U.P (+) 061007 N 005 0 0006 20,605.83 061707 N 006 0 31,809.21 TOTAL THIS ESTIMATE 49,211.78 TOTAL PREVIOUS ESTIMATE 81,020.99 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 07/25/07 EST. NO.05 TIME 01:42 PM R.E. NAME: WOOD, JAMES 02-383004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 05/07 -1,000.00 03 PER LTR DATED 6/07 -5,000.00 04 RETURN 05/07 DEDUCT 1,000.00 04 PER LTR DATED 07/07 -5,000.00 05 R'CV PAYROLLS 06/07 5,000.00 05 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-383004 TIME 01:42 PM ESTIMATE NO. 05 BID OPENING 11/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/25/07 LOCATION RERUN PROGRESS ESTIMATE 02-SHA-44-R16.2/R18.9 ----------------------- TULLIS INC IN SHASTA COUNTY NEAR MILLVILLE P O BOX 493416 FROM 2.8 KM EAST OF BEAR CREEK REDDING CA 96049 BRIDGE TO 0.2 KM WEST OF DERSCH ROAD FED. AID NO. ACST-P044(43)E ,PH-P044(43)E WIDEN SHOULDERS AND UPGRADE CURVES ------------------------------------------------------------------------------------------------------------------------------------ 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 3,500.0000 3,500.00 0.250 875.00 0.500 1,750.00 02 TIME-RELATED OVERHEAD WDAY 100.0000 6,500.00 21.000 2,100.00 43.000 4,300.00 03 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.100 1,000.00 0.700 7,000.00 05 TEMPORARY FIBER ROLL M 10.0000 24,200.00 6.100 61.00 6.100 61.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 2,000.00 0.250 500.00 0.750 1,500.00 07 TEMPORARY CHECK DAM M 5.0000 1,200.00 0.000 0.00 08 CONSTRUCTION AREA SIGNS LS 9,800.0000 9,800.00 0.100 980.00 0.800 7,840.00 S) 09 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.320 96,000.00 0.660 198,000.00 S) 10 TRAFFIC CONTROL SURVEILLANCE LS 50,000.0000 50,000.00 0.880 44,000.00 1.000 50,000.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,000.0000 18,000.00 1.930 5,790.00 3.960 11,880.00 S) 12 REMOVE ROADSIDE SIGN EA 100.0000 500.00 0.000 0.00 13 REMOVE CULVERT EA 1,000.0000 19,000.00 19.000 19,000.00 14 RECONSTRUCT MAILBOX EA 1,000.0000 15,000.00 0.000 0.00 15 RECONSTRUCT GATE EA 2,000.0000 10,000.00 5.000 10,000.00 16 RELOCATE ROADSIDE SIGN (METAL POST) EA 450.0000 2,700.00 0.000 0.00 17 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 13.0000 4,680.00 383.400 4,984.20 S) 18 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 1.000 30,000.00 19 DEVELOP WATER SUPPLY LS 8,000.0000 8,000.00 1.000 8,000.00 20 BINDER (DUST PALLIATIVE) TONN 100.0000 500.00 0.000 0.00 21 ROADWAY EXCAVATION M3 28.0000 1,657,600.00 19,788.350 554,073.80 58,607.120 1,640,999.36 22 IMPORTED MATERIAL (SHOULDER BACKING) TONN 38.0000 44,840.00 526.230 19,996.74 526.230 19,996.74 PROGRAM CAS145 PAGE 2 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-383004 TIME 01:42 PM ESTIMATE NO. 05 BID OPENING 11/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 SUBGRADE ENHANCEMENT FABRIC M2 2.5000 58,500.00 10,072.300 25,180.75 24,149.980 60,374.95 24 STRAW (EROSION CONTROL) TONN 600.0000 8,400.00 0.000 0.00 S) 25 FIBER (EROSION CONTROL) KG 1.5000 2,970.00 0.000 0.00 S) 26 COMPOST (EROSION CONTROL) M3 500.0000 5,000.00 0.000 0.00 S) 27 PURE LIVE SEED (EROSION CONTROL) KG 65.0000 11,050.00 0.000 0.00 S) 28 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 1,000.00 0.000 0.00 S) 29 ENDOMYCORRHIZAL INOCULUM KG 10.0000 3,300.00 0.000 0.00 S) (EROSION CONTROL) 30 GYPSUM (EROSION CONTROL) KG 1.0000 4,950.00 0.000 0.00 S) 31 STABILIZING EMULSION (EROSION CONTROL) KG 1.5000 1,125.00 0.000 0.00 S) 32 CLASS 2 AGGREGATE BASE M3 66.0000 1,227,600.00 7,231.080 477,251.28 18,452.700 1,217,878.20 33 ASPHALT CONCRETE TONN 97.0000 2,075,800.00 13,720.650 1,330,903.05 22,589.560 2,191,187.32 34 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 40.0000 8,400.00 189.560 7,582.40 189.560 7,582.40 AREA) 35 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 1,540.00 0.000 0.00 36 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.5000 420.00 0.000 0.00 37 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 21,455.00 3,637.380 12,730.83 3,637.380 12,730.83 38 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.5000 2,345.00 0.000 0.00 39 RUMBLE STRIP M 5.0000 4,150.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 40 CLASS 4 CONCRETE (BACKFILL) M3 175.0000 10,500.00 14.470 2,532.25 51.890 9,080.75 41 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 14,000.00 14.000 14,000.00 F) 42 ROADSIDE SIGN (METAL POST) EA 450.0000 6,300.00 0.000 0.00 43 ROADSIDE SIGN (TWO METAL POST) EA 1,200.0000 1,200.00 0.000 0.00 44 300 MM ALTERNATIVE PIPE CULVERT M 175.0000 10,675.00 18.000 3,150.00 78.000 13,650.00 45 450 MM ALTERNATIVE PIPE CULVERT M 210.0000 2,730.00 11.500 2,415.00 46 600 MM ALTERNATIVE PIPE CULVERT M 230.0000 50,600.00 214.000 49,220.00 47 600 MM REINFORCED CONCRETE PIPE M 325.0000 14,950.00 44.500 14,462.50 48 FLUME DOWNDRAIN M 140.0000 3,500.00 0.000 0.00 49 TAPERED INLET EA 300.0000 900.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-383004 TIME 01:42 PM ESTIMATE NO. 05 BID OPENING 11/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 2,000.00 2.000 2,000.00 51 300 MM ALTERNATIVE FLARED END SECTION EA 150.0000 1,050.00 4.000 600.00 11.000 1,650.00 52 450 MM ALTERNATIVE FLARED END SECTION EA 210.0000 420.00 2.000 420.00 53 600 MM ALTERNATIVE FLARED END SECTION EA 280.0000 5,040.00 18.000 5,040.00 54 900 MM PRECAST CONCRETE PIPE INLET M 1,900.0000 4,940.00 2.590 4,921.00 55 COBBLE AND GRAVEL RIPRAP M3 115.0000 92,000.00 583.100 67,056.50 810.400 93,196.00 (75 MM, METHOD B) 56 ROCK SLOPE PROTECTION M3 200.0000 3,600.00 2.400 480.00 18.000 3,600.00 (FACING, METHOD B) 57 ROCK SLOPE PROTECTION M3 280.0000 3,360.00 0.860 240.80 12.240 3,427.20 (BACKING NO. 2, METHOD B) 58 COBBLESTONE FACING M2 875.0000 25,375.00 28.600 25,025.00 28.600 25,025.00 59 MISCELLANEOUS IRON AND STEEL KG 6.0000 2,574.00 429.000 2,574.00 SF) 60 METAL GATE EA 3,000.0000 15,000.00 0.000 0.00 S) 61 SURVEY MONUMENT (TYPE A) EA 500.0000 6,000.00 0.000 0.00 62 DELINEATOR (CLASS 1) EA 38.0000 3,686.00 0.000 0.00 63 MILEPOST MARKER EA 55.0000 275.00 0.000 0.00 64 MARKER (CULVERT) EA 50.0000 800.00 0.000 0.00 65 OBJECT MARKER (TYPE L-1) EA 40.0000 1,440.00 0.000 0.00 66 VEGETATION CONTROL (MINOR CONCRETE) M3 1,000.0000 52,000.00 0.000 0.00 67 METAL BEAM GUARD RAILING M 70.0000 51,100.00 743.000 52,010.00 743.000 52,010.00 S) 68 INTERMEDIATE ANCHOR ASSEMBLY EA 900.0000 1,800.00 2.000 1,800.00 2.000 1,800.00 S) (MODIFIED TYPE SFT) 69 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 1,800.00 2.000 1,800.00 2.000 1,800.00 70 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 4,600.00 2.000 4,600.00 2.000 4,600.00 S) 71 THERMOPLASTIC PAVEMENT MARKING M2 85.0000 1,020.00 0.000 0.00 S) 72 THERMOPLASTIC TRAFFIC STRIPE M 1.2500 18,375.00 0.000 0.00 S) (SPRAYABLE) 73 PAVEMENT MARKER EA 10.0000 8,500.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 74 DETECTOR LOOP EA 3,500.0000 7,000.00 2.000 7,000.00 2.000 7,000.00 S) PROGRAM CAS145 PAGE 4 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-383004 TIME 01:42 PM ESTIMATE NO. 05 BID OPENING 11/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,745,319.40 5,818,831.45 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 31,809.21 81,020.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,777,128.61 5,899,852.44 75 MOBILIZATION LS 430,000.0000 430,000.00 0.050 21,500.00 1.000 430,000.00 ORIGINAL CONTRACT AMOUNT 6,517,635.00 TOTAL WORK COMPLETED 2,798,628.61 6,329,852.44 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 2,798,628.61 6,324,852.44 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 01/03/07 65 03/13/07 01/18/07 08/22/07 42 86 0 0 93% 65% PROGRESS IS SATISFACTORY WOOD, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/07