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 09/22/05 EST. NO.14 TIME 07:05 AM R.E. NAME: RAUL LOPEZ 06-455504 --------------------------------------------------------------------------- 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 09/22/05 EST. NO.14 TIME 07:05 AM R.E. NAME: RAUL LOPEZ 06-455504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 10 MISS PYRL #10 RECD 10,000.00 11 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-455504 TIME 07:05 AM ESTIMATE NO. 14 BID OPENING 05/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: RAUL LOPEZ DATE OF THIS ESTIMATE 09/22/05 LOCATION PROGRESS ESTIMATE 06-TUL-99-40.4/ .0 ----------------- AGEE CONSTRUCTION IN TULARE COUNTY IN GOSHEN AT 0.64 PO BOX 629 KM SOUTH OF GOSHEN OVERCROSSING CLOVIS CA 93613 FED. AID NO. ACST-P099(461)E ,PE-P099(461)E ,STPL-5946(46)E CONSTRUCT PEDESTRIAN OVERCROSSING ------------------------------------------------------------------------------------------------------------------------------------ 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 29.0000 11,310.00 390.000 11,310.00 02 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.250 250.00 1.000 1,000.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 4,000.0000 4,000.00 0.070 280.00 1.000 4,000.00 04 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.100 750.00 0.990 7,425.00 S) 05 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.070 3,500.00 1.000 50,000.00 S) 06 TYPE III BARRICADE EA 60.0000 720.00 6.000 360.00 S) 07 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,185.00 110.000 3,850.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.070 700.00 1.000 10,000.00 S) 09 TEMPORARY RAILING (TYPE K) M 75.0000 29,250.00 565.000 42,375.00 S) 10 TEMPORARY CRASH CUSHION MODULE EA 180.0000 11,340.00 94.000 16,920.00 S) 11 REMOVE FENCE M 17.0000 697.00 12.000 204.00 12.000 204.00 S) 12 REMOVE ROADSIDE SIGN EA 110.0000 110.00 1.000 110.00 1.000 110.00 13 RELOCATE ROADSIDE SIGN EA 240.0000 240.00 1.000 240.00 1.000 240.00 14 ADJUST WATER VALVE COVER TO GRADE EA 270.0000 810.00 3.000 810.00 3.000 810.00 15 ADJUST MANHOLE TO GRADE EA 450.0000 450.00 1.000 450.00 1.000 450.00 16 CLEARING AND GRUBBING LS 22,000.0000 22,000.00 0.250 5,500.00 1.000 22,000.00 17 ROADWAY EXCAVATION M3 25.0000 24,500.00 957.000 23,925.00 980.000 24,500.00 18 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 10,680.00 267.000 10,680.00 F) 19 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 5,175.00 9.000 675.00 69.000 5,175.00 F) 20 STRAW (EROSION CONTROL) TONN 475.0000 1,425.00 3.000 1,425.00 3.000 1,425.00 S) 21 FIBER (EROSION CONTROL) KG 1.0000 710.00 1.000 1.00 1.000 1.00 S) 22 COMPOST (EROSION CONTROL) KG 1.6000 2,272.00 1,420.000 2,272.00 1,420.000 2,272.00 S) PROGRAM CAS145 PAGE 2 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-455504 TIME 07:05 AM ESTIMATE NO. 14 BID OPENING 05/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: RAUL LOPEZ DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 370.0000 1,110.00 3.000 1,110.00 3.000 1,110.00 S) 24 PURE LIVE SEED (EROSION CONTROL) KG 71.0000 1,420.00 20.000 1,420.00 20.000 1,420.00 S) 25 MYCORRHIZAL INOCULUM (EROSION CONTROL) KG 13.0000 780.00 60.000 780.00 60.000 780.00 S) 26 STABILIZING EMULSION (EROSION CONTROL) KG 4.7000 705.00 150.000 705.00 150.000 705.00 S) 27 CLASS 2 AGGREGATE BASE M3 45.0000 25,200.00 613.000 27,585.00 613.000 27,585.00 28 ASPHALT CONCRETE (TYPE A) TONN 65.0000 17,550.00 340.000 22,100.00 340.000 22,100.00 29 LIQUID ASPHALT (PRIME COAT) TONN 100.0000 400.00 0.000 0.00 30 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 900.0000 81,900.00 91.000 81,900.00 S) PILING 31 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,900.0000 209,000.00 110.000 209,000.00 S) PILING 32 PRESTRESSING CAST-IN-PLACE CONCRETE LS 33,000.0000 33,000.00 1.000 33,000.00 S) 33 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 45,000.00 90.000 45,000.00 F) 34 STRUCTURAL CONCRETE, BRIDGE M3 1,070.0000 909,500.00 850.000 909,500.00 F) 35 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 7,800.00 2.600 7,800.00 2.600 7,800.00 F) 36 RIPPED TEXTURE (REINFORCING BAR) M2 360.0000 32,040.00 89.000 32,040.00 F) 37 JOINT SEAL (MR 30 MM) M 210.0000 1,260.00 6.000 1,260.00 S) 38 JOINT SEAL ASSEMBLY (MR 80 MM) M 775.0000 4,650.00 3.000 2,325.00 6.000 4,650.00 S) 39 BAR REINFORCING STEEL (BRIDGE) KG 1.9000 501,600.00 264,000.000 501,600.00 SF) 40 ROADSIDE SIGN - ONE POST EA 260.0000 260.00 1.000 260.00 1.000 260.00 41 450 MM CORRUGATED STEEL PIPE M 220.0000 4,840.00 22.000 4,840.00 22.000 4,840.00 (2.77 MM THICK) 42 ROCK SLOPE PROTECTION M3 410.0000 3,690.00 9.000 3,690.00 9.000 3,690.00 (FACING, METHOD B) 43 ROCK SLOPE PROTECTION FABRIC M2 10.0000 500.00 44.850 448.50 44.850 448.50 44 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 76,000.00 117.000 46,800.00 117.000 46,800.00 CONSTRUCTION) 45 MISCELLANEOUS IRON AND STEEL KG 2.5000 1,037.50 415.000 1,037.50 415.000 1,037.50 SF) 46 MISCELLANEOUS METAL KG 17.0000 9,350.00 110.000 1,870.00 550.000 9,350.00 SF)(RESTRAINER - CABLE TYPE) 47 MISCELLANEOUS METAL (BRIDGE) KG 12.5000 4,375.00 350.000 4,375.00 SF) 48 CHAIN LINK FENCE (TYPE CL-1.8) M 38.5000 7,700.00 175.000 6,737.50 175.000 6,737.50 S) 49 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 750.0000 1,500.00 2.000 1,500.00 2.000 1,500.00 S) PROGRAM CAS145 PAGE 3 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-455504 TIME 07:05 AM ESTIMATE NO. 14 BID OPENING 05/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: RAUL LOPEZ DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 METAL BEAM GUARD RAILING (STEEL POST) M 90.0000 8,280.00 92.000 8,280.00 92.000 8,280.00 S) 51 CHAIN LINK RAILING (TYPE 7L) M 270.0000 192,780.00 284.000 76,680.00 714.000 192,780.00 SF) 52 TERMINAL SYSTEM (TYPE SRT) EA 2,660.0000 5,320.00 2.000 5,320.00 2.000 5,320.00 S) 53 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 640.0000 1,280.00 2.000 1,280.00 2.000 1,280.00 S) 54 CRASH CUSHION, SAND FILLED EA 4,600.0000 4,600.00 0.000 0.00 S) 55 CRASH CUSHION (TYPE CAT) EA 6,400.0000 6,400.00 1.000 6,400.00 1.000 6,400.00 S) 56 CRASH CUSHION (TYPE CAT) BACKUP EA 560.0000 560.00 1.000 560.00 1.000 560.00 S) 57 LIGHTING (PEDESTRIAN OVERCROSSING) LS 100,000.0000 100,000.00 0.450 45,000.00 0.900 90,000.00 S) PROGRAM CAS145 PAGE 4 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-455504 TIME 07:05 AM ESTIMATE NO. 14 BID OPENING 05/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: RAUL LOPEZ DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 315,620.50 2,478,215.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 10,978.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 315,620.50 2,489,194.04 58 MOBILIZATION LS 260,000.0000 260,000.00 1.000 260,000.00 ORIGINAL CONTRACT AMOUNT 2,758,761.50 TOTAL WORK COMPLETED 315,620.50 2,749,194.04 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 315,620.50 2,749,194.04 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 07/06/04 240 08/02/04 07/21/04 09/23/05 266 29 0 29 98% 99% PROGRESS IS SATISFACTORY RAUL LOPEZ RESIDENT ENGINEER PROGRAM CAS145 PAGE 27 DATE 09/22/05