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 07/28/06 EST. NO.26 TIME 09:36 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 --------------------------------------------------------------------------- *** 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 07/28/06 EST. NO.26 TIME 09:36 AM R.E. NAME: LEGALLEE, DALE 04-272424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SUBCONTRACT REQS -2,500.00 08 SUBCONTRACT REQS 2,500.00 11 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -4,900.00 05 MISSING PAYROLLS -10,000.00 06 MISSING PAYROLLS 4,900.00 07 MISSING PAYROLL -10,000.00 08 MISSING PAYROLL 10,000.00 10 MISSING PAYROLL 10,000.00 11 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272424 TIME 09:36 AM ESTIMATE NO. 26 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 07/20/06 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 07/28/06 LOCATION SUPPLEMENTAL 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 1,400.000 16,800.00 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 1.000 5,000.00 04 TEMPORARY SILT FENCE M 7.0000 11,900.00 1,371.000 9,597.00 S) 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 3,000.00 4.000 4,000.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 2,000.00 2.500 2,500.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 4,000.00 7.000 2,800.00 08 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 0.400 1,600.00 1.000 4,000.00 S) 09 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 1.000 90,000.00 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 1,903.780 76,151.20 12 TEMPORARY CRASH CUSHION MODULE EA 180.0000 15,300.00 92.000 16,560.00 S) 13 REMOVE CHAIN LINK FENCE M 20.0000 28,000.00 179.500 3,590.00 1,579.500 31,590.00 S) 14 REMOVE CULVERT M 125.0000 875.00 0.000 0.00 15 RECONSTRUCT CHAIN LINK FENCE M 50.0000 2,500.00 50.000 2,500.00 S) 16 REMOVE CONCRETE M3 900.0000 1,980.00 2.200 1,980.00 17 REMOVE CONCRETE BARRIER M 250.0000 4,000.00 17.000 4,250.00 18 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 19 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 20 DITCH EXCAVATION M3 50.0000 25,500.00 510.000 25,500.00 21 EROSION CONTROL NETTING M2 4.0000 29,760.00 7,074.000 28,296.00 S) 22 STRAW (EROSION CONTROL) TONN 800.0000 6,400.00 7.000 5,600.00 S) PROGRAM CAS145 PAGE 2 DATE 07/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272424 TIME 09:36 AM ESTIMATE NO. 26 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 07/20/06 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 07/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,536.000 1,536.00 S) 24 FIBER ROLLS M 10.0000 37,700.00 3,494.000 34,940.00 S) 25 COMPOST (EROSION CONTROL) M3 350.0000 3,675.00 9.690 3,391.50 S) 26 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 8,000.00 4.000 8,000.00 S) 27 PURE LIVE SEED (EROSION CONTROL) KG 30.0000 6,600.00 250.800 7,524.00 S) 28 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 1,140.00 570.000 1,140.00 S) 29 PLANT (GROUP M) LS 20,000.0000 20,000.00 1.000 20,000.00 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 264,000.00 484.800 72,720.00 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 1,956.400 371,716.00 PILING (SOUND WALL) 34 CLASS 2 CONCRETE (BOX CULVERT) M3 1,500.0000 48,000.00 32.000 48,000.00 35 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 16,000.00 7.910 15,820.00 36 MINOR CONCRETE (SOUND WALL) M3 1,350.0000 445,500.00 369.470 498,784.50 37 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 175.0000 295,750.00 1,823.500 319,112.50 S) 38 SOUND WALL (MASONRY BLOCK) M2 175.0000 722,750.00 4,059.400 710,395.00 S) 39 SOUNDWALL (MASONRY BLOCK) (305 MM) M2 210.0000 613,200.00 2,910.000 611,100.00 S) 40 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 6,600.00 3,300.000 6,600.00 41 300 MM ALTERNATIVE PIPE CULVERT M 300.0000 2,700.00 9.000 2,700.00 42 600 MM X 450 MM ALTERNATIVE PIPE ARCH M 150.0000 64,500.00 426.000 63,900.00 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 2.000 400.00 46 450 MM ALTERNATIVE FLARED END SECTION EA 200.0000 200.00 1.000 200.00 47 ROCK SLOPE PROTECTION M3 200.0000 1,800.00 9.000 1,800.00 (FACING, METHOD B) 48 CONCRETE (DITCH LINING) M3 800.0000 2,800.00 3.500 2,800.00 49 ROCK SLOPE PROTECTION FABRIC M2 5.0000 255.00 51.000 255.00 PROGRAM CAS145 PAGE 3 DATE 07/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272424 TIME 09:36 AM ESTIMATE NO. 26 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 07/20/06 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 07/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,040.00 432.000 1,728.00 51 CHAIN LINK FENCE (TYPE CL-1.8) M 300.0000 1,200.00 51.000 15,300.00 51.000 15,300.00 52 METAL BEAM GUARD RAILING (WOOD POST) M 140.0000 21,000.00 212.500 29,750.00 362.500 50,750.00 53 CONCRETE BARRIER (TYPE 27SV) M 420.0000 193,200.00 461.930 194,010.60 54 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 12,000.00 4.000 12,000.00 S) 55 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 4,000.00 3.000 6,000.00 S) 56 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 4,800.00 6.000 4,800.00 S) 57 CONCRETE BARRIER (TYPE 60) M 800.0000 24,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272424 TIME 09:36 AM ESTIMATE NO. 26 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 07/20/06 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 07/28/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 50,240.00 3,443,272.30 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 173,304.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 50,240.00 3,616,576.56 58 MOBILIZATION LS 375,000.0000 375,000.00 1.000 375,000.00 ORIGINAL CONTRACT AMOUNT 3,922,345.00 TOTAL WORK COMPLETED 50,240.00 3,991,576.56 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 50,240.00 3,991,576.56 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 08/30/06 305 179 10 0 97% 95% PROGRESS IS SATISFACTORY LEGALLEE, DALE RESIDENT ENGINEER PROGRAM CAS145 DATE 07/28/06