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 07/25/07 EST. NO.02 TIME 08:08 AM R.E. NAME: SCHULTZ, KELLEY 01-458504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 69,696.15 E.W. @ L.S.(+) 071107 N 001 0 69,696.15 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 69,696.15 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 07/25/07 EST. NO.02 TIME 08:08 AM R.E. NAME: SCHULTZ, KELLEY 01-458504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-458504 TIME 08:08 AM ESTIMATE NO. 02 BID OPENING 04/10/07 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: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 07/25/07 LOCATION PROGRESS ESTIMATE 01-MEN-101-R86.8/R88.2 ----------------- GRANITE CONSTRUCTION COMPANY IN MENDOCINO COUNTY ABOUT 28 KM P O BOX 50085 NORTH OF LAYTONVILLE FROM 1.4 KM WATSONVILLE CA 95077 SOUTH OF ROUTE 101 AND 271 SEPARATION TO 0.3 KM NORTH OF INMAN UNDERCROSSING FED. AID NO. ACST-Q101(125)E ,PH-Q101(125)E WIDEN SHOULDER AND UPGRADE RAILING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE WATER POLLUTION CONTROL LS 740.0000 740.00 0.750 555.00 PROGRAM 02 WATER POLLUTION CONTROL LS 1,300.0000 1,300.00 0.300 390.00 03 TEMPORARY DRAINAGE INLET PROTECTION EA 800.0000 5,600.00 3.000 2,400.00 6.000 4,800.00 04 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 200.0000 200.00 0.000 0.00 05 CONSTRUCTION AREA SIGNS LS 4,765.0000 4,765.00 0.285 1,358.03 0.750 3,573.75 S) 06 TRAFFIC CONTROL SYSTEM LS 80,600.0000 80,600.00 0.380 30,628.00 0.800 64,480.00 S) 07 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,300.0000 4,600.00 1.000 2,300.00 S) 08 REMOVE METAL BEAM GUARD RAILING M 30.0000 1,050.00 33.000 990.00 33.000 990.00 S) 09 REMOVE ASPHALT CONCRETE DIKE M 10.0000 22,300.00 1,872.500 18,725.00 2,202.000 22,020.00 10 REMOVE 200 MM COLLECTOR SYSTEM M 17.0000 9,690.00 379.500 6,451.50 (HORIZONTAL DRAIN) 11 REMOVE INLET EA 374.0000 1,496.00 2.000 748.00 2.000 748.00 12 RECONSTRUCT METAL BEAM GUARD RAILING M 82.5000 9,900.00 48.000 3,960.00 48.000 3,960.00 S) 13 ADJUST INLET EA 2,670.0000 2,670.00 0.000 0.00 14 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 18.0000 9,900.00 550.000 9,900.00 550.000 9,900.00 S) 15 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000.00 16 ROADWAY EXCAVATION M3 300.0000 57,000.00 190.000 57,000.00 190.000 57,000.00 17 WEED CONTROL MAT (FIBER) M2 60.5000 84,095.00 386.000 23,353.00 386.000 23,353.00 18 STRAW (EROSION CONTROL) TONN 900.0000 720.00 0.000 0.00 S) 19 FIBER (EROSION CONTROL) KG 1.0000 480.00 0.000 0.00 S) 20 COMPOST (EROSION CONTROL) M3 800.0000 480.00 0.000 0.00 S) 21 PURE LIVE SEED (EROSION CONTROL) KG 95.0000 3,040.00 0.000 0.00 S) 22 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 60.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-458504 TIME 08:08 AM ESTIMATE NO. 02 BID OPENING 04/10/07 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: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 125.00 0.000 0.00 S) 24 ASPHALT CONCRETE (TYPE A) TONN 149.0000 393,360.00 2,640.000 393,360.00 2,640.000 393,360.00 25 ASPHALT CONCRETE (OPEN GRADED) TONN 200.0000 42,000.00 0.000 0.00 26 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 1,100.00 0.000 0.00 AREA) 27 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 6,960.00 0.000 0.00 28 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 2,520.00 0.000 0.00 29 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 8,040.00 0.000 0.00 30 SHOULDER RUMBLE STRIP STA 350.0000 10,850.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 31 MINOR CONCRETE (MINOR STRUCTURE) M3 2,020.0000 18,180.00 5.730 11,574.60 5.730 11,574.60 F) 32 MINOR CONCRETE (BACKFILL) M3 218.0000 3,706.00 10.700 2,332.60 10.700 2,332.60 33 600 MM REINFORCED CONCRETE PIPE M 4,460.0000 12,934.00 0.000 0.00 34 1050 MM REINFORCED CONCRETE PIPE M 3,240.0000 15,552.00 0.000 0.00 35 600 MM CORRUGATED STEEL PIPE M 585.0000 21,645.00 0.000 0.00 (2.01 MM THICK) 36 200 MM COLLECTOR SYSTEM M 72.8000 41,496.00 219.500 15,979.60 219.500 15,979.60 (HORIZONTAL DRAIN) 37 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 79.5000 3,975.00 24.400 1,939.80 24.400 1,939.80 (1.63 MM THICK) 38 200 MM ENTRANCE TAPER EA 1,440.0000 1,440.00 1.000 1,440.00 1.000 1,440.00 39 200 MM DOWNDRAIN SLIP JOINT EA 1,440.0000 1,440.00 1.000 1,440.00 1.000 1,440.00 40 200 MM ANCHOR ASSEMBLY EA 414.0000 3,312.00 4.000 1,656.00 4.000 1,656.00 41 MISCELLANEOUS IRON AND STEEL KG 6.0000 5,658.00 651.000 3,906.00 651.000 3,906.00 SF) 42 GUARD RAILING DELINEATOR EA 18.0000 360.00 0.000 0.00 43 METAL BEAM GUARD RAILING M 85.0000 119,850.00 429.000 36,465.00 429.000 36,465.00 S) (2.1 M WOOD POST) 44 END ANCHOR ASSEMBLY (TYPE SFT) EA 950.0000 3,800.00 2.000 1,900.00 2.000 1,900.00 S) 45 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 46 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 6,000.00 3.000 6,000.00 3.000 6,000.00 S) 47 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.2000 4,074.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-458504 TIME 08:08 AM ESTIMATE NO. 02 BID OPENING 04/10/07 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: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 640,055.63 691,514.85 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 69,696.15 69,696.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 709,751.78 761,211.00 48 MOBILIZATION LS 76,000.0000 76,000.00 0.500 38,000.00 1.000 76,000.00 ORIGINAL CONTRACT AMOUNT 1,118,063.00 TOTAL WORK COMPLETED 747,751.78 837,211.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 747,751.78 837,211.00 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 05/03/07 50 05/24/07 05/18/07 08/22/07 44 0 13 0 70% 70% PROGRESS IS SATISFACTORY SCHULTZ, KELLEY RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/07