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 12/21/06 EST. NO.08 TIME 05:42 AM R.E. NAME: HISHAM ALNATOUR 06-422304 --------------------------------------------------------------------------- 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 0124 752.95 E.W. @ F.A.(+) 100306 N 0124 0 0125 597.29 102506 N 0125 0 0126 2,917.73 102606 N 0126 0 0127 1,058.13 102706 N 0127 0 0128 2,069.13 110606 N 0128 0 0129 3,057.91 110706 N 0129 0 10,453.14 TOTAL THIS ESTIMATE 198,816.49 TOTAL PREVIOUS ESTIMATE 209,269.63 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 12/21/06 EST. NO.08 TIME 05:42 AM R.E. NAME: HISHAM ALNATOUR 06-422304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CPM -350,231.47 06 RUBBER BINDER SPEC -77,664.00 06 ANT 16 LDS @ 11000/D -176,000.00 07 0.00 -603,895.47 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 02 MISS PYRL -10,000.00 04 RECD PYRL #2 10,000.00 06 MISS PYRL -10,000.00 07 RECD PYRL #4 10,000.00 07 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -613,895.47 PROGRAM CAS145 PAGE 1 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-422304 TIME 05:42 AM ESTIMATE NO. 08 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 12/21/06 LOCATION PROGRESS ESTIMATE 06-KER-178-R7.5/13.4 ----------------- GRANITE CONSTRUCTION COMPANY IN KERN COUNTY IN BAKERSFIELD FROM P.O.BOX 5127 0.2 KM WEST OF MORNING DRIVE TO BAKERSFIELD, CA. 93388 3.0 KM EAST OF COTTONWOOD CREEK FED. AID NO. ACST-P178(58)E ,P-P178(58)E WIDEN AND RESURFACE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.0000 1,000.00 0.750 750.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 200,000.00 100.000 200,000.00 03 TEMPORARY FENCE (TYPE ESA) M 13.0000 780.00 40.000 520.00 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 71,000.0000 71,000.00 1.000 71,000.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,400.0000 3,400.00 0.000 0.00 07 CONSTRUCTION AREA SIGNS LS 6,910.0000 6,910.00 1.000 6,910.00 S) 08 TRAFFIC CONTROL SYSTEM LS 62,959.0000 62,959.00 1.000 62,959.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,200.0000 25,200.00 1.000 25,200.00 S) 10 REMOVE METAL BEAM GUARD RAILING M 20.0000 1,900.00 348.400 6,968.00 S) 11 REMOVE CULVERT M 35.0000 27,300.00 724.100 25,343.50 12 REMOVE INLET EA 240.0000 1,680.00 7.000 1,680.00 13 REMOVE HEADWALL EA 170.0000 3,060.00 17.000 2,890.00 14 RECONSTRUCT METAL BEAM GUARD RAILING M 40.0000 14,800.00 399.120 15,964.80 S) 15 RECONSTRUCT TERMINAL SYSTEM (TYPE SRT) EA 1,200.0000 2,400.00 4.000 4,800.00 S) 16 RESET ROADSIDE SIGN EA 236.0000 3,068.00 11.000 2,596.00 17 RELOCATE MAILBOX EA 120.0000 720.00 6.000 720.00 18 RELOCATE HISTORICAL MARKER LS 1,700.0000 1,700.00 1.000 1,700.00 19 ADJUST INLET EA 1,620.0000 17,820.00 8.000 12,960.00 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.4000 4,774.00 22,672.000 31,740.80 S) 21 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 22 ROADWAY EXCAVATION M3 28.0000 1,276,800.00 45,778.000 1,281,784.00 PROGRAM CAS145 PAGE 2 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-422304 TIME 05:42 AM ESTIMATE NO. 08 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.050 50.00 1.000 1,000.00 24 STRAW (EROSION CONTROL) TONN 850.0000 13,600.00 16.000 13,600.00 S) 25 FIBER (EROSION CONTROL) KG 2.0000 4,800.00 2,399.300 4,798.60 S) 26 COMPOST (EROSION CONTROL) M3 160.0000 2,560.00 16.000 2,560.00 S) 27 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 850.0000 1,700.00 2.000 1,700.00 S) 28 PURE LIVE SEED (EROSION CONTROL) KG 118.0000 33,040.00 279.900 33,028.20 S) 29 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 5,400.00 5,400.000 5,400.00 S) 30 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,980.00 672.000 2,016.00 S) 31 CLASS 2 AGGREGATE BASE M3 43.0000 657,900.00 9,207.000 395,901.00 32 ASPHALT CONCRETE TONN 65.0000 2,476,500.00 46,048.330 2,993,141.45 33 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 90.0000 1,872,000.00 17,258.700 1,553,283.00 34 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 6.0000 25,800.00 7,415.000 44,490.00 35 ASPHALTIC EMULSION (PAINT BINDER) TONN 330.0000 27,060.00 65.610 21,651.30 36 CLASS 2 CONCRETE (BOX CULVERT) M3 1,145.0000 13,740.00 0.000 0.00 37 MINOR CONCRETE (MINOR STRUCTURE) M3 960.0000 46,080.00 23.480 22,540.80 F) 38 MINOR CONCRETE (BACKFILL) M3 181.0000 3,439.00 45.600 8,253.60 F) 39 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 3,888.00 0.000 0.00 SF) 40 ROADSIDE SIGN - ONE POST EA 250.0000 250.00 1.000 250.00 41 450 MM ALTERNATIVE PIPE CULVERT M 108.0000 5,508.00 50.400 5,443.20 42 600 MM ALTERNATIVE PIPE CULVERT M 132.0000 40,920.00 304.500 40,194.00 43 750 MM ALTERNATIVE PIPE CULVERT M 165.0000 12,705.00 76.700 12,655.50 44 450 MM REINFORCED CONCRETE PIPE M 380.0000 102,600.00 270.900 102,942.00 (RUBBER GASKET JOINT) 45 600 MM REINFORCED CONCRETE PIPE M 420.0000 50,400.00 116.100 48,762.00 (RUBBER GASKET JOINT) 46 750 MM REINFORCED CONCRETE PIPE M 500.0000 18,500.00 18.500 9,250.00 (RUBBER GASKET JOINT) 47 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 165.0000 14,355.00 57.000 9,405.00 (2.01 MM THICK) 48 300 MM ENTRANCE TAPER EA 600.0000 4,800.00 4.000 2,400.00 49 900 MM CORRUGATED STEEL PIPE INLET M 990.0000 990.00 1.000 990.00 11.000 10,890.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 3 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-422304 TIME 05:42 AM ESTIMATE NO. 08 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 300 MM ALTERNATIVE FLARED END SECTION EA 220.0000 1,320.00 6.000 1,320.00 51 450 MM ALTERNATIVE FLARED END SECTION EA 268.0000 8,040.00 30.000 8,040.00 52 600 MM ALTERNATIVE FLARED END SECTION EA 330.0000 4,290.00 10.000 3,300.00 53 750 MM ALTERNATIVE FLARED END SECTION EA 575.0000 2,300.00 2.000 1,150.00 54 ROCK SLOPE PROTECTION TONN 101.0000 7,373.00 14.000 1,414.00 71.400 7,211.40 (BACKING NO. 2, METHOD B) 55 ROCK SLOPE PROTECTION FABRIC M2 2.2000 308.00 24.000 52.80 139.210 306.26 56 FRAME AND GRATE EA 270.0000 4,590.00 17.000 4,590.00 S) 57 DELINEATOR (CLASS 1) EA 47.0000 1,410.00 30.000 1,410.00 58 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 28,600.00 14.000 30,800.00 S) 59 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 9,000.00 447.840 13,435.20 S) 60 THERMOPLASTIC TRAFFIC STRIPE M 0.6500 16,185.00 23,396.000 15,207.40 S) (SPRAYABLE) 61 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 12,920.00 12,397.000 10,537.45 S) 62 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 2,050.00 1,477.000 3,692.50 S) 63 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 320.00 159.000 318.00 S) (BROKEN 3.66 M - 0.92 M) 64 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 7,800.00 8,142.000 6,106.50 S) (BROKEN 10.98 M - 3.66 M) 65 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 8,855.00 2,935.000 10,272.50 S) 66 PAVEMENT MARKER EA 50.0000 2,700.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 67 MODIFY TRAFFIC MONITORING STATION LS 8,950.0000 8,950.00 1.000 8,950.00 S) 68 MODIFY SIGNAL LS 25,000.0000 25,000.00 0.400 10,000.00 S) 69 MODIFY LIGHTING LS 35,000.0000 35,000.00 0.950 33,250.00 S) PROGRAM CAS145 PAGE 4 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-422304 TIME 05:42 AM ESTIMATE NO. 08 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,506.80 7,288,938.96 ADJUSTMENT OF COMPENSATION 0.00 110,040.18 EXTRA WORK 10,453.14 99,229.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 12,959.94 7,498,208.59 70 MOBILIZATION LS 609,100.0000 609,100.00 1.000 609,100.00 ORIGINAL CONTRACT AMOUNT 7,981,897.00 TOTAL WORK COMPLETED 12,959.94 8,107,308.59 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -613,895.47 TOTAL 12,959.94 7,493,413.12 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE PROGRAM 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 01/19/06 100 05/08/06 02/03/06 12/29/06 123 34 5 6 94% 100% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 12/21/06