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 12/21/04 EST. NO.07 TIME 08:39 AM R.E. NAME: LEGALLEE, DALE 04-272424 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0001 182.40 E.W. @ F.A.(+) 090204 N 0002.0 0002 473.38 090904 N 0001.0 0003 278.40 100704 N 0021.0 934.18 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 934.18 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 12/21/04 EST. NO.07 TIME 08:39 AM R.E. NAME: LEGALLEE, DALE 04-272424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -4,900.00 05 MISSING PAYROLLS -10,000.00 06 MISSING PAYROLLS 4,900.00 07 4,900.00 -10,000.00 TOTAL DEDUCTIONS 4,900.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 12/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272424 TIME 08:39 AM ESTIMATE NO. 07 BID OPENING 05/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 12/21/04 LOCATION PROGRESS ESTIMATE 04-SON-101-16.8/19.4 ----------------- GORDON BALL CONSTRUCTION IN SONOMA COUNTY IN AND NEAR 333 CAMILLE AVE SANTA ROSA AT VARIOUS LOCATIONS ALAMO, CA FED. AID NO. ACNH-Q101(50)E CONSTRUCT SOUND WALLS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE CL-1.8) M 12.0000 16,800.00 262.500 3,150.00 755.500 9,066.00 02 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.250 1,250.00 04 TEMPORARY SILT FENCE M 7.0000 11,900.00 500.000 3,500.00 S) 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 3,000.00 1.000 1,000.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 2,000.00 0.500 500.00 2.500 2,500.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 4,000.00 3.000 1,200.00 08 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 0.600 2,400.00 S) 09 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 0.050 4,500.00 0.300 27,000.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 750.00 29.000 725.00 11 TEMPORARY RAILING (TYPE K) M 40.0000 77,200.00 1,170.410 46,816.40 12 TEMPORARY CRASH CUSHION MODULE EA 180.0000 15,300.00 39.000 7,020.00 S) 13 REMOVE CHAIN LINK FENCE M 20.0000 28,000.00 755.500 15,110.00 S) 14 REMOVE CULVERT M 125.0000 875.00 0.000 0.00 15 RECONSTRUCT CHAIN LINK FENCE M 50.0000 2,500.00 0.000 0.00 S) 16 REMOVE CONCRETE M3 900.0000 1,980.00 0.000 0.00 17 REMOVE CONCRETE BARRIER M 250.0000 4,000.00 0.000 0.00 18 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 0.200 5,000.00 0.500 12,500.00 19 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.500 1,000.00 1.000 2,000.00 20 DITCH EXCAVATION M3 50.0000 25,500.00 0.000 0.00 21 EROSION CONTROL NETTING M2 4.0000 29,760.00 0.000 0.00 S) 22 STRAW (EROSION CONTROL) TONN 800.0000 6,400.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 12/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272424 TIME 08:39 AM ESTIMATE NO. 07 BID OPENING 05/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 12/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 FIBER (EROSION CONTROL) KG 1.0000 1,650.00 0.000 0.00 S) 24 FIBER ROLLS M 10.0000 37,700.00 0.000 0.00 S) 25 COMPOST (EROSION CONTROL) M3 350.0000 3,675.00 0.000 0.00 S) 26 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 8,000.00 0.000 0.00 S) 27 PURE LIVE SEED (EROSION CONTROL) KG 30.0000 6,600.00 0.000 0.00 S) 28 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 1,140.00 0.000 0.00 S) 29 PLANT (GROUP M) LS 20,000.0000 20,000.00 0.000 0.00 S) 30 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 270.0000 5,400.00 0.000 0.00 S) PILING (BARRIER) 31 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 264,000.00 468.000 70,200.00 S) PILING (BARRIER) 32 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 270.0000 23,220.00 0.000 0.00 PILING (SOUND WALL) 33 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 190.0000 334,400.00 926.000 175,940.00 PILING (SOUND WALL) 34 CLASS 2 CONCRETE (BOX CULVERT) M3 1,500.0000 48,000.00 0.000 0.00 35 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 16,000.00 0.000 0.00 36 MINOR CONCRETE (SOUND WALL) M3 1,350.0000 445,500.00 156.000 210,600.00 37 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 175.0000 295,750.00 151.000 26,425.00 1,760.000 308,000.00 S) 38 SOUND WALL (MASONRY BLOCK) M2 175.0000 722,750.00 0.000 0.00 S) 39 SOUNDWALL (MASONRY BLOCK) (305 MM) M2 210.0000 613,200.00 1,060.000 222,600.00 1,060.000 222,600.00 S) 40 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 6,600.00 0.000 0.00 41 300 MM ALTERNATIVE PIPE CULVERT M 300.0000 2,700.00 0.000 0.00 42 600 MM X 450 MM ALTERNATIVE PIPE ARCH M 150.0000 64,500.00 0.000 0.00 CULVERT 43 300 MM WELDED STEEL PIPE (6.35 MM THICK) M 400.0000 1,200.00 0.000 0.00 44 450 MM WELDED STEEL PIPE (6.35 MM THICK) M 700.0000 700.00 0.000 0.00 45 300 MM ALTERNATIVE FLARED END SECTION EA 200.0000 400.00 0.000 0.00 46 450 MM ALTERNATIVE FLARED END SECTION EA 200.0000 200.00 0.000 0.00 47 ROCK SLOPE PROTECTION M3 200.0000 1,800.00 0.000 0.00 (FACING, METHOD B) 48 CONCRETE (DITCH LINING) M3 800.0000 2,800.00 0.000 0.00 49 ROCK SLOPE PROTECTION FABRIC M2 5.0000 255.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 12/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272424 TIME 08:39 AM ESTIMATE NO. 07 BID OPENING 05/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 12/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MISCELLANEOUS IRON AND STEEL KG 4.0000 2,040.00 0.000 0.00 51 CHAIN LINK FENCE (TYPE CL-1.8) M 300.0000 1,200.00 0.000 0.00 52 METAL BEAM GUARD RAILING (WOOD POST) M 140.0000 21,000.00 0.000 0.00 53 CONCRETE BARRIER (TYPE 27SV) M 420.0000 193,200.00 444.930 186,870.60 54 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 12,000.00 0.000 0.00 S) 55 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 4,000.00 0.000 0.00 S) 56 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 4,800.00 0.000 0.00 S) 57 CONCRETE BARRIER (TYPE 60) M 800.0000 24,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272424 TIME 08:39 AM ESTIMATE NO. 07 BID OPENING 05/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 12/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 263,175.00 1,307,298.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 934.18 934.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 264,109.18 1,308,232.18 58 MOBILIZATION LS 375,000.0000 375,000.00 0.950 356,250.00 ORIGINAL CONTRACT AMOUNT 3,922,345.00 TOTAL WORK COMPLETED 264,109.18 1,664,482.18 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 4,900.00 -10,000.00 TOTAL 269,009.18 1,654,482.18 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 07/06/04 310 07/20/04 07/20/04 11/30/05 78 18 0 0 42% 35% PROGRESS IS SATISFACTORY PENDING CCOS LEGALLEE, DALE RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 12/21/04