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 07/24/07 EST. NO.11 TIME 01:06 PM 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 --------------------------------------------------------------------------- *** 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 07/24/07 EST. NO.11 TIME 01:06 PM 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 MISS PYRL -10,000.00 10 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-463604 TIME 01:06 PM ESTIMATE NO. 11 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 07/20/07 R.E. NAME: PETER MULLALY DATE OF THIS ESTIMATE 07/24/07 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 20.000 44,000.00 125.000 275,000.00 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 0.125 3,000.00 1.000 24,000.00 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 0.062 291.40 0.900 4,230.00 S) 07 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.125 25,000.00 1.000 200,000.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN LS 24,000.0000 24,000.00 0.875 21,000.00 S) 09 REMOVE TERMINAL SECTION EA 1,800.0000 10,800.00 5.000 9,000.00 6.000 10,800.00 S) 10 REMOVE METAL BEAM GUARD RAILING M 56.0000 17,920.00 131.090 7,341.04 319.490 17,891.44 S) 11 REMOVE INLET EA 900.0000 900.00 1.000 900.00 12 RECONSTRUCT METAL BEAM GUARD RAILING M 55.0000 184,250.00 649.000 35,695.00 3,254.000 178,970.00 S) (STEEL POST) 13 RECONSTRUCT TERMINAL SYSTEM (TYPE SRT) EA 1,200.0000 1,200.00 1.000 1,200.00 S) 14 ADJUST INLET EA 1,500.0000 58,500.00 32.000 48,000.00 42.000 63,000.00 15 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 267,600.00 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 2.000 600.00 3.000 900.00 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 48,800.00 807.930 32,317.20 1,748.810 69,952.40 22 CLASS 2 AGGREGATE BASE M3 50.0000 126,500.00 2,530.000 126,500.00 PROGRAM CAS145 PAGE 2 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-463604 TIME 01:06 PM ESTIMATE NO. 11 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 07/20/07 R.E. NAME: PETER MULLALY DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,409,100.00 857.940 66,061.38 17,816.904 1,371,901.61 25 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 95.0000 4,256,000.00 42,636.730 4,050,489.35 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 6,465.000 16,162.50 10,288.000 25,720.00 29 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.5000 525.00 85.000 212.50 85.000 212.50 30 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 29,500.00 10,624.000 26,560.00 15,202.000 38,005.00 31 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 4,275.00 1,501.000 3,752.50 2,203.000 5,507.50 32 SHOULDER RUMBLE STRIP STA 72.0000 46,800.00 310.450 22,352.40 603.880 43,479.36 (AC, GROUND-IN INDENTATIONS) 33 ASPHALTIC EMULSION (PAINT BINDER) TONN 20.0000 5,400.00 77.220 1,544.40 34 REPLACE CONCRETE PAVEMENT M3 1,200.0000 504,000.00 38.000 45,600.00 793.390 952,068.00 (RAPID STRENGTH CONCRETE) 35 GRIND EXISTING CONCRETE M2 7.0000 40,320.00 5,636.000 39,452.00 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 4.000 3,440.00 4.000 3,440.00 41 METAL BEAM GUARD RAILING (STEEL POST) M 103.0000 7,828.00 35.270 3,632.81 70.470 7,258.41 S) 42 DOUBLE METAL BEAM GUARD RAILING M 135.0000 9,450.00 68.580 9,258.30 68.580 9,258.30 S) (STEEL POST) 43 TRANSITION RAILING (TYPE WB) EA 3,000.0000 42,000.00 3.000 9,000.00 14.000 42,000.00 S) 44 RAIL TENSIONING ASSEMBLY EA 700.0000 1,400.00 2.000 1,400.00 2.000 1,400.00 S) 45 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 1,400.00 1.000 700.00 2.000 1,400.00 S) 46 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 10,500.00 4.000 8,400.00 5.000 10,500.00 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 2.000 10,400.00 2.000 10,400.00 S) 49 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 2,000.00 2.000 2,000.00 2.000 2,000.00 S) PROGRAM CAS145 PAGE 3 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-463604 TIME 01:06 PM ESTIMATE NO. 11 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 07/20/07 R.E. NAME: PETER MULLALY DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 83.540 4,594.70 101.900 5,604.50 S) 52 THERMOPLASTIC TRAFFIC STRIPE M 0.9000 60,480.00 31,783.000 28,604.70 65,850.000 59,265.00 S) (SPRAYABLE) 53 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.1500 6,205.50 647.000 2,038.05 1,719.000 5,414.85 S) 54 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8200 27,060.00 16,320.000 13,382.40 32,640.000 26,764.80 S) (BROKEN 10.98 M - 3.66 M) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8200 213.20 69.000 56.58 277.000 227.14 S) (BROKEN 5.18 M - 2.14 M) 56 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.7500 24,177.50 2,124.000 10,089.00 4,921.000 23,374.75 S) 57 MODIFY TRAFFIC MONITORING STATION LS 14,500.0000 14,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-463604 TIME 01:06 PM ESTIMATE NO. 11 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 07/20/07 R.E. NAME: PETER MULLALY DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 492,942.46 8,444,270.51 ADJUSTMENT OF COMPENSATION 0.00 16,415.88 EXTRA WORK 0.00 7,681.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 492,942.46 8,468,368.20 58 MOBILIZATION LS 758,909.0000 758,909.00 1.000 758,909.00 ORIGINAL CONTRACT AMOUNT 9,029,409.20 TOTAL WORK COMPLETED 492,942.46 9,227,277.20 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 492,942.46 9,217,277.20 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 08/31/07 125 103 10 0 96% 96% PROGRESS IS SATISFACTORY PETER MULLALY RESIDENT ENGINEER PROGRAM CAS145 PAGE 25 DATE 07/24/07