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 05/23/07 EST. NO.09 TIME 05:32 AM R.E. NAME: PETER MULLALY 06-463604 --------------------------------------------------------------------------- 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 0006 173.48 E.W. @ F.A.(+) 042307 N 0006 0 0007 173.48 042407 N 0007 0 0008 115.66 040307 N 0008 0 462.62 TOTAL THIS ESTIMATE 21,896.42 TOTAL PREVIOUS ESTIMATE 22,359.04 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 05/23/07 EST. NO.09 TIME 05:32 AM R.E. NAME: PETER MULLALY 06-463604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PYRLS -1,000.00 05 MISS PYRL -1,000.00 06 RECD PYRL #5 & 6 2,000.00 07 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-463604 TIME 05:32 AM ESTIMATE NO. 09 BID OPENING 06/06/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/07 R.E. NAME: PETER MULLALY DATE OF THIS ESTIMATE 05/23/07 LOCATION PROGRESS ESTIMATE 06-KER-58-67.0/77.3 ----------------- GRANITE CONSTRUCTION COMPANY IN KERN COUNTY NEAR EDISON FROM 0.5 18851 JAMES RD. KM WEST OF CALIENTE CREEK BRIDGE BAKERSFIELD, CA 93308 TO 0.3 KM EAST OF CALIENTE ROAD FED. AID NO. ACNH-P058(101)E COLD PLANE ASPHALT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 2,200.0000 264,000.00 83.000 182,600.00 03 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 24,000.0000 24,000.00 0.692 16,608.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 12,000.00 1.000 1,000.00 06 CONSTRUCTION AREA SIGNS LS 4,700.0000 4,700.00 0.746 3,506.20 S) 07 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.692 138,400.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN LS 24,000.0000 24,000.00 0.692 16,608.00 S) 09 REMOVE TERMINAL SECTION EA 1,800.0000 10,800.00 1.000 1,800.00 S) 10 REMOVE METAL BEAM GUARD RAILING M 56.0000 17,920.00 50.600 2,833.60 S) 11 REMOVE INLET EA 900.0000 900.00 1.000 900.00 12 RECONSTRUCT METAL BEAM GUARD RAILING M 55.0000 184,250.00 0.000 0.00 S) (STEEL POST) 13 RECONSTRUCT TERMINAL SYSTEM (TYPE SRT) EA 1,200.0000 1,200.00 0.000 0.00 S) 14 ADJUST INLET EA 1,500.0000 58,500.00 0.000 0.00 15 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 267,600.00 2,615.000 10,460.00 65,811.150 263,244.60 S) 16 CAP INLET EA 850.0000 3,400.00 4.000 3,400.00 17 REMOVE CRASH CUSHION EA 300.0000 2,100.00 1.000 300.00 S) 18 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 19 ROADWAY EXCAVATION M3 17.0000 16,150.00 873.000 14,841.00 20 LEAD COMPLIANCE PLAN LS 800.0000 800.00 1.000 800.00 21 IMPORTED MATERIAL (SHOULDER BACKING) TONN 40.0000 48,800.00 0.000 0.00 22 CLASS 2 AGGREGATE BASE M3 50.0000 126,500.00 2,530.000 126,500.00 PROGRAM CAS145 PAGE 2 DATE 05/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-463604 TIME 05:32 AM ESTIMATE NO. 09 BID OPENING 06/06/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/07 R.E. NAME: PETER MULLALY DATE OF THIS ESTIMATE 05/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CLASS 3 AGGREGATE BASE M3 50.0000 48,500.00 970.000 48,500.00 24 ASPHALT CONCRETE (TYPE A) TONN 77.0000 1,409,100.00 16,550.514 1,274,389.58 25 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 95.0000 4,256,000.00 32,140.710 3,053,367.45 32,140.710 3,053,367.45 26 PAVING ASPHALT (BINDER-PAVEMENT TONN 20.0000 1,380.00 29.570 591.40 REINFORCING FABRIC) 27 PAVEMENT REINFORCING FABRIC M2 0.6000 35,520.00 59,443.670 35,666.20 28 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.5000 25,250.00 0.000 0.00 29 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.5000 525.00 0.000 0.00 30 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 29,500.00 0.000 0.00 31 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 4,275.00 0.000 0.00 32 SHOULDER RUMBLE STRIP STA 72.0000 46,800.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 33 ASPHALTIC EMULSION (PAINT BINDER) TONN 20.0000 5,400.00 62.080 1,241.60 77.220 1,544.40 34 REPLACE CONCRETE PAVEMENT M3 1,200.0000 504,000.00 755.390 906,468.00 (RAPID STRENGTH CONCRETE) 35 GRIND EXISTING CONCRETE M2 7.0000 40,320.00 0.000 0.00 S) PAVEMENT 36 MINOR CONCRETE (MINOR STRUCTURE) M3 750.0000 8,250.00 11.000 8,250.00 F) 37 600 MM ALTERNATIVE PIPE CULVERT M 260.0000 28,600.00 110.000 28,600.00 38 300 MM CORRUGATED STEEL PIPE RISER M 700.0000 700.00 1.000 700.00 (2.01 MM THICK) 39 MISCELLANEOUS IRON AND STEEL KG 3.0000 4,056.00 0.000 0.00 SF) 40 SURVEY MONUMENT EA 860.0000 3,440.00 0.000 0.00 41 METAL BEAM GUARD RAILING (STEEL POST) M 103.0000 7,828.00 0.000 0.00 S) 42 DOUBLE METAL BEAM GUARD RAILING M 135.0000 9,450.00 0.000 0.00 S) (STEEL POST) 43 TRANSITION RAILING (TYPE WB) EA 3,000.0000 42,000.00 0.000 0.00 S) 44 RAIL TENSIONING ASSEMBLY EA 700.0000 1,400.00 0.000 0.00 S) 45 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 1,400.00 0.000 0.00 S) 46 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 10,500.00 0.000 0.00 S) 47 QUADGUARD SYSTEM EA 2,100.0000 8,400.00 0.000 0.00 S) 48 CRASH CUSHION (TYPE CAT) EA 5,200.0000 10,400.00 0.000 0.00 S) 49 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 2,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 05/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-463604 TIME 05:32 AM ESTIMATE NO. 09 BID OPENING 06/06/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/07 R.E. NAME: PETER MULLALY DATE OF THIS ESTIMATE 05/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CONCRETE BARRIER (TYPE 60) M 156.0000 304,200.00 1,916.000 298,896.00 51 THERMOPLASTIC PAVEMENT MARKING M2 55.0000 6,050.00 0.000 0.00 S) 52 THERMOPLASTIC TRAFFIC STRIPE M 0.9000 60,480.00 34,067.000 30,660.30 34,067.000 30,660.30 S) (SPRAYABLE) 53 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.1500 6,205.50 1,072.000 3,376.80 1,072.000 3,376.80 S) 54 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8200 27,060.00 16,190.000 13,275.80 16,190.000 13,275.80 S) (BROKEN 10.98 M - 3.66 M) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8200 213.20 208.000 170.56 208.000 170.56 S) (BROKEN 5.18 M - 2.14 M) 56 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.7500 24,177.50 2,797.000 13,285.75 2,797.000 13,285.75 S) 57 MODIFY TRAFFIC MONITORING STATION LS 14,500.0000 14,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 05/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-463604 TIME 05:32 AM ESTIMATE NO. 09 BID OPENING 06/06/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/07 R.E. NAME: PETER MULLALY DATE OF THIS ESTIMATE 05/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,125,838.26 6,499,833.64 ADJUSTMENT OF COMPENSATION 0.00 16,415.88 EXTRA WORK 462.62 5,943.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,126,300.88 6,522,192.68 58 MOBILIZATION LS 758,909.0000 758,909.00 0.050 37,945.45 1.000 758,909.00 ORIGINAL CONTRACT AMOUNT 9,029,409.20 TOTAL WORK COMPLETED 3,164,246.33 7,281,101.68 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,164,246.33 7,281,101.68 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 07/12/06 120 08/22/06 08/22/06 08/31/07 83 102 0 0 77% 69% PROGRESS IS SATISFACTORY PETER MULLALY RESIDENT ENGINEER PROGRAM CAS145 PAGE 22 DATE 05/23/07