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 06/20/06 EST. NO.02 TIME 05:14 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 --------------------------------------------------------------------------- *** 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 06/20/06 EST. NO.02 TIME 05:14 AM R.E. NAME: HISHAM ALNATOUR 06-422304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 02 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-422304 TIME 05:14 AM ESTIMATE NO. 02 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 06/20/06 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/20/06 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 0.050 50.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 200,000.00 20.000 40,000.00 30.000 60,000.00 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 0.750 1,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 71,000.0000 71,000.00 0.200 14,200.00 0.320 22,720.00 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 0.110 760.10 0.660 4,560.60 S) 08 TRAFFIC CONTROL SYSTEM LS 62,959.0000 62,959.00 0.200 12,591.80 0.320 20,146.88 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,200.0000 25,200.00 0.200 5,040.00 0.320 8,064.00 S) 10 REMOVE METAL BEAM GUARD RAILING M 20.0000 1,900.00 280.000 5,600.00 280.000 5,600.00 S) 11 REMOVE CULVERT M 35.0000 27,300.00 96.800 3,388.00 114.800 4,018.00 12 REMOVE INLET EA 240.0000 1,680.00 1.000 240.00 1.000 240.00 13 REMOVE HEADWALL EA 170.0000 3,060.00 9.000 1,530.00 9.000 1,530.00 14 RECONSTRUCT METAL BEAM GUARD RAILING M 40.0000 14,800.00 0.000 0.00 S) 15 RECONSTRUCT TERMINAL SYSTEM (TYPE SRT) EA 1,200.0000 2,400.00 0.000 0.00 S) 16 RESET ROADSIDE SIGN EA 236.0000 3,068.00 0.000 0.00 17 RELOCATE MAILBOX EA 120.0000 720.00 0.000 0.00 18 RELOCATE HISTORICAL MARKER LS 1,700.0000 1,700.00 0.000 0.00 19 ADJUST INLET EA 1,620.0000 17,820.00 0.000 0.00 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.4000 4,774.00 0.000 0.00 S) 21 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 0.380 5,700.00 0.410 6,150.00 22 ROADWAY EXCAVATION M3 28.0000 1,276,800.00 15,647.200 438,121.60 24,088.200 674,469.60 PROGRAM CAS145 PAGE 2 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-422304 TIME 05:14 AM ESTIMATE NO. 02 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 06/20/06 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 24 STRAW (EROSION CONTROL) TONN 850.0000 13,600.00 0.000 0.00 S) 25 FIBER (EROSION CONTROL) KG 2.0000 4,800.00 0.000 0.00 S) 26 COMPOST (EROSION CONTROL) M3 160.0000 2,560.00 0.000 0.00 S) 27 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 850.0000 1,700.00 0.000 0.00 S) 28 PURE LIVE SEED (EROSION CONTROL) KG 118.0000 33,040.00 0.000 0.00 S) 29 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 5,400.00 0.000 0.00 S) 30 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,980.00 0.000 0.00 S) 31 CLASS 2 AGGREGATE BASE M3 43.0000 657,900.00 0.000 0.00 32 ASPHALT CONCRETE TONN 65.0000 2,476,500.00 0.000 0.00 33 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 90.0000 1,872,000.00 0.000 0.00 34 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 6.0000 25,800.00 0.000 0.00 35 ASPHALTIC EMULSION (PAINT BINDER) TONN 330.0000 27,060.00 0.000 0.00 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 15.850 15,216.00 15.850 15,216.00 F) 38 MINOR CONCRETE (BACKFILL) M3 181.0000 3,439.00 0.000 0.00 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 0.000 0.00 41 450 MM ALTERNATIVE PIPE CULVERT M 108.0000 5,508.00 49.400 5,335.20 49.400 5,335.20 42 600 MM ALTERNATIVE PIPE CULVERT M 132.0000 40,920.00 0.000 0.00 43 750 MM ALTERNATIVE PIPE CULVERT M 165.0000 12,705.00 0.000 0.00 44 450 MM REINFORCED CONCRETE PIPE M 380.0000 102,600.00 52.500 19,950.00 89.900 34,162.00 (RUBBER GASKET JOINT) 45 600 MM REINFORCED CONCRETE PIPE M 420.0000 50,400.00 36.000 15,120.00 36.000 15,120.00 (RUBBER GASKET JOINT) 46 750 MM REINFORCED CONCRETE PIPE M 500.0000 18,500.00 0.000 0.00 (RUBBER GASKET JOINT) 47 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 165.0000 14,355.00 0.000 0.00 (2.01 MM THICK) 48 300 MM ENTRANCE TAPER EA 600.0000 4,800.00 0.000 0.00 49 900 MM CORRUGATED STEEL PIPE INLET M 990.0000 990.00 9.000 8,910.00 9.000 8,910.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 3 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-422304 TIME 05:14 AM ESTIMATE NO. 02 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 06/20/06 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 51 450 MM ALTERNATIVE FLARED END SECTION EA 268.0000 8,040.00 0.000 0.00 52 600 MM ALTERNATIVE FLARED END SECTION EA 330.0000 4,290.00 0.000 0.00 53 750 MM ALTERNATIVE FLARED END SECTION EA 575.0000 2,300.00 0.000 0.00 54 ROCK SLOPE PROTECTION TONN 101.0000 7,373.00 0.000 0.00 (BACKING NO. 2, METHOD B) 55 ROCK SLOPE PROTECTION FABRIC M2 2.2000 308.00 0.000 0.00 56 FRAME AND GRATE EA 270.0000 4,590.00 0.000 0.00 S) 57 DELINEATOR (CLASS 1) EA 47.0000 1,410.00 0.000 0.00 58 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 28,600.00 0.000 0.00 S) 59 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 9,000.00 0.000 0.00 S) 60 THERMOPLASTIC TRAFFIC STRIPE M 0.6500 16,185.00 0.000 0.00 S) (SPRAYABLE) 61 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 12,920.00 0.000 0.00 S) 62 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 2,050.00 0.000 0.00 S) 63 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 320.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 64 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 7,800.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 65 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 8,855.00 0.000 0.00 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 0.000 0.00 S) 68 MODIFY SIGNAL LS 25,000.0000 25,000.00 0.000 0.00 S) 69 MODIFY LIGHTING LS 35,000.0000 35,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-422304 TIME 05:14 AM ESTIMATE NO. 02 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 06/20/06 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 591,702.70 888,312.28 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 591,702.70 888,312.28 70 MOBILIZATION LS 609,100.0000 609,100.00 0.750 456,825.00 0.750 456,825.00 ORIGINAL CONTRACT AMOUNT 7,981,897.00 TOTAL WORK COMPLETED 1,048,527.70 1,345,137.28 MATERIALS ON HAND ON SITE 17,246.60 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 1,038,527.70 1,352,383.88 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 09/28/06 30 55 0 1 16% 29% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 15 DATE 06/20/06