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 10/24/06 EST. NO.06 TIME 01:25 PM R.E. NAME: SHELLEY MAGGARD 06-490204 --------------------------------------------------------------------------- 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 0004 512.72 E.W. @ F.A.(+) 082906 N 0020.0 0005 495.27 083006 N 0021.0 0006 491.99 083106 N 0022.0 0007 106.38 090106 N 0023.0 0008 565.03 090506 N 0024.0 0011 783.49 092706 N 0030.0 0012 265.94 092806 N 0031.0 002 0004 884.18 E.W. @ F.A.(+) 051806 N 0005.0 0006 1,040.23 062706 N 0009.0 0007 3,483.67 080206 N 0010.0 007 0001 2,023.63 E.W. @ F.A.(+) 082806 N 0017.0 0002 212.75 082906 N 0018.0 0003 890.29 090606 N 0025.0 0004 121.46 090706 N 0026.0 0005 780.83 090806 N 0027.0 008 0001 948.67 E.W. @ F.A.(+) 082306 N 0013.0 0002 3,193.99 082406 N 0014.0 0003 2,163.74 082506 N 0015.0 0004 1,397.23 082806 N 0016.0 20,361.49 TOTAL THIS ESTIMATE 7,562.12 TOTAL PREVIOUS ESTIMATE 27,923.61 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 10/24/06 EST. NO.06 TIME 01:25 PM R.E. NAME: SHELLEY MAGGARD 06-490204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RE-STAKING DEDUCTION -3,410.00 05 DEDUCTION SIGN -517.36 06 -517.36 -3,927.36 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 02 MISS PYRL -10,000.00 03 RECD PYRL #2 10,000.00 03 MISS PYRL -10,000.00 05 MISS PYRL -10,000.00 06 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,517.36 -33,927.36 PROGRAM CAS145 PAGE 1 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-490204 TIME 01:25 PM ESTIMATE NO. 06 BID OPENING 02/15/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/24/06 LOCATION RERUN PROGRESS ESTIMATE 06-TUL-99-25.3/26.3 ----------------------- FCI IN TULARE COUNTY IN AND NEAR TULARE 1650 DOCKERY AVENUE FROM 0.3 KM SOUTH OF AVENUE 200 SELMA CA 93662 OVERCROSSING TO 0.4 KM NORTH OF AIRPORT OVERCROSSING FED. AID NO. N O N E REMOVE BRIDGE AND OFF RAMP ------------------------------------------------------------------------------------------------------------------------------------ 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 10.0000 5,600.00 583.000 5,830.00 S) 02 TEMPORARY FENCE (TYPE ESA) M 10.0000 7,500.00 750.000 7,500.00 S) 03 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.050 500.00 0.300 3,000.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 7,000.00 1.000 3,500.00 2.000 7,000.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 9,000.00 3.000 9,000.00 07 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 0.400 2,800.00 1.000 7,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 10,000.0000 10,000.00 0.050 500.00 1.000 10,000.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.100 500.00 1.000 5,000.00 S) 10 REMOVE FENCE (TYPE BW) M 9.0000 2,250.00 243.900 2,195.10 S) 11 REMOVE CHAIN LINK FENCE M 14.0000 11,060.00 764.300 10,700.20 S) 12 REMOVE METAL BEAM GUARD RAILING M 35.0000 5,600.00 177.600 6,216.00 S) 13 REMOVE FLARED END SECTION EA 600.0000 600.00 1.000 600.00 14 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,400.00 500.360 1,250.90 500.360 1,250.90 S) 15 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 55.0000 275.00 3.060 168.30 3.060 168.30 S) 16 REMOVE ROADSIDE SIGN EA 92.0000 184.00 2.000 184.00 2.000 184.00 17 REMOVE SIGN STRUCTURE EA 5,000.0000 10,000.00 2.000 10,000.00 18 REMOVE CULVERT M 55.0000 3,685.00 90.300 4,966.50 19 REMOVE HEADWALL EA 550.0000 2,750.00 7.000 3,850.00 20 SALVAGE CONCRETE BARRIER (TYPE K) M 16.0000 4,640.00 293.000 4,688.00 21 RELOCATE ROADSIDE SIGN EA 400.0000 2,000.00 6.000 2,400.00 6.000 2,400.00 22 ADJUST WATER VALVE COVER TO GRADE EA 400.0000 1,200.00 9.000 3,600.00 9.000 3,600.00 PROGRAM CAS145 PAGE 2 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-490204 TIME 01:25 PM ESTIMATE NO. 06 BID OPENING 02/15/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ADJUST MANHOLE TO GRADE EA 400.0000 1,600.00 11.000 4,400.00 11.000 4,400.00 24 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 8,155.00 1,866.000 6,531.00 S) 25 REMOVE CONCRETE M3 45.0000 2,970.00 43.520 1,958.40 26 REMOVE MASONRY BLOCK WALL M 30.0000 8,700.00 290.000 8,700.00 27 BRIDGE REMOVAL LS 25,000.0000 25,000.00 1.000 25,000.00 28 CLEARING AND GRUBBING LS 65,000.0000 65,000.00 1.000 65,000.00 29 ROADWAY EXCAVATION M3 26.0000 967,200.00 2,537.460 65,973.96 45,290.460 1,177,551.96 30 HIGHWAY PLANTING LS 5,000.0000 5,000.00 0.900 4,500.00 1.000 5,000.00 S) 31 STRAW (EROSION CONTROL) TONN 450.0000 9,000.00 22.000 9,900.00 22.000 9,900.00 S) 32 FIBER (EROSION CONTROL) KG 1.0000 5,810.00 6,391.000 6,391.00 6,391.000 6,391.00 S) 33 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 3,000.00 3.000 3,000.00 3.000 3,000.00 S) 34 PURE LIVE SEED (EROSION CONTROL) KG 70.0000 23,800.00 374.000 26,180.00 374.000 26,180.00 S) 35 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 5,420.00 2,981.000 5,962.00 2,981.000 5,962.00 S) 36 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 6,800.00 1,496.000 7,480.00 1,496.000 7,480.00 S) 37 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 38 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.300 18,000.00 0.900 54,000.00 S) 39 CLASS 2 AGGREGATE BASE M3 38.0000 201,400.00 5,644.740 214,500.12 40 ASPHALT CONCRETE (TYPE A) TONN 68.0000 437,920.00 5,117.200 347,969.60 6,363.080 432,689.44 41 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 12.00 2.900 2.90 2.900 2.90 42 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 177,000.00 1,173.700 176,055.00 S) PILING 43 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 4,000.00 2.000 4,000.00 F) 44 MINOR CONCRETE (BACKFILL) M3 160.0000 400.00 3.125 500.00 45 SOUND WALL (MASONRY BLOCK) M2 170.0000 155,890.00 902.000 153,340.00 SF) 46 ROADSIDE SIGN - ONE POST EA 290.0000 3,190.00 9.000 2,610.00 9.000 2,610.00 47 ROADSIDE SIGN - TWO POST EA 525.0000 1,575.00 3.000 1,575.00 3.000 1,575.00 48 450 MM REINFORCED CONCRETE PIPE M 260.0000 18,460.00 1.830 475.80 45.230 11,759.80 49 600 MM CORRUGATED STEEL PIPE M 300.0000 8,100.00 25.700 7,710.00 (2.77 MM THICK) PROGRAM CAS145 PAGE 3 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-490204 TIME 01:25 PM ESTIMATE NO. 06 BID OPENING 02/15/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 215.0000 2,150.00 15.000 3,225.00 51 600 MM STEEL FLARED END SECTION EA 200.0000 200.00 1.000 200.00 52 450 MM ALTERNATIVE FLARED END SECTION EA 200.0000 800.00 3.000 600.00 4.000 800.00 53 900 MM PRECAST CONCRETE PIPE INLET M 1,500.0000 1,650.00 0.900 1,350.00 54 ROCK SLOPE PROTECTION M3 160.0000 5,760.00 36.000 5,760.00 36.000 5,760.00 (BACKING NO. 3, METHOD B) 55 ROCK SLOPE PROTECTION FABRIC M2 2.0000 360.00 180.000 360.00 180.000 360.00 56 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 42,000.00 9.590 2,877.00 123.604 37,081.20 CONSTRUCTION) 57 MISCELLANEOUS IRON AND STEEL KG 5.0000 2,060.00 314.000 1,570.00 SF) 58 CHAIN LINK FENCE (TYPE CL-1.2) M 34.0000 28,220.00 530.000 18,020.00 530.000 18,020.00 S) 59 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 12,400.00 821.000 32,840.00 821.000 32,840.00 S) 60 DELINEATOR (CLASS 1) EA 25.0000 425.00 13.000 325.00 13.000 325.00 61 METAL BEAM GUARD RAILING (STEEL POST) M 300.0000 2,400.00 11.400 3,420.00 11.400 3,420.00 S) 62 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 S) 63 CONCRETE BARRIER (TYPE 736S) M 170.0000 54,400.00 290.000 49,300.00 64 CONCRETE BARRIER (TYPE 736SV) M 420.0000 105,000.00 260.000 109,200.00 65 THERMOPLASTIC PAVEMENT MARKING M2 55.0000 2,420.00 62.440 3,434.20 62.440 3,434.20 S) 66 THERMOPLASTIC TRAFFIC STRIPE M 3.0000 14,580.00 5,365.000 16,095.00 5,365.000 16,095.00 S) (SPRAYABLE) 67 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 3,060.00 544.000 3,264.00 544.000 3,264.00 S) 68 HIGHWAY LIGHTING LS 17,000.0000 17,000.00 0.300 5,100.00 1.000 17,000.00 S) 69 LIGHTING (STREET) LS 10,000.0000 10,000.00 0.300 3,000.00 1.000 10,000.00 S) 70 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.500 5,000.00 1.000 10,000.00 S) PROGRAM CAS145 PAGE 4 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-490204 TIME 01:25 PM ESTIMATE NO. 06 BID OPENING 02/15/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 622,918.66 2,848,815.02 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 20,361.49 27,923.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 643,280.15 2,876,738.63 71 MOBILIZATION LS 80,000.0000 80,000.00 1.000 80,000.00 ORIGINAL CONTRACT AMOUNT 2,722,531.00 TOTAL WORK COMPLETED 643,280.15 2,956,738.63 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,517.36 -33,927.36 TOTAL 632,762.79 2,922,811.27 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 03/24/06 355 04/10/06 04/10/06 10/20/06 131 14 17 0 98% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/06