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 10/19/06 EST. NO.10 TIME 01:27 PM R.E. NAME: CHRIS TALBOT 09-295504 --------------------------------------------------------------------------- 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 10/19/06 EST. NO.10 TIME 01:27 PM R.E. NAME: CHRIS TALBOT 09-295504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF SPEC RAC GRAD -2,632.50 05 OUT OF SPEC. COMPACT -5,817.54 07 OUT OF SPEC GRADET10 -877.50 07 0.00 -9,327.54 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 05 MISSING PAYROLLS -10,000.00 09 REC'ED PAYROLLS 20,000.00 10 20,000.00 0.00 OTHER OUTSTANDING DOCUMENTS MISSING 2402/PR-47 -10,000.00 09 0.00 -10,000.00 TOTAL DEDUCTIONS 20,000.00 -19,327.54 PROGRAM CAS145 PAGE 1 DATE 10/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-295504 TIME 01:27 PM ESTIMATE NO. 10 BID OPENING 07/26/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/22/06 R.E. NAME: CHRIS TALBOT DATE OF THIS ESTIMATE 10/19/06 LOCATION SEMI-FINAL ESTIMATE 09-INY-395-R0.0/R8.6 ------------------- GRANITE CONSTRUCTION COMPANY IN INYO COUNTY NEAR LITTLE LAKE PO BOX 5127 FROM THE KERN AND INYO COUNTY LINE BAKERSFIELD CA 93388 TO 1.6 KM SOUTH OF LITTLE LAKE ROAD FED. AID NO. ACNH-P395(206)E RESURFACE EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.250 625.00 1.000 2,500.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 212,500.00 85.000 212,500.00 03 TEMPORARY FENCE (TYPE ESA) M 17.0000 7,990.00 0.000 0.00 04 TEMPORARY FENCE (TORTOISE) M 18.0000 44,460.00 2,942.000 52,956.00 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 63,750.0000 63,750.00 1.000 63,750.00 07 CONSTRUCTION AREA SIGNS LS 12,800.0000 12,800.00 1.000 12,800.00 S) 08 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 1.000 400,000.00 S) 09 TYPE III BARRICADE EA 75.0000 300.00 4.000 300.00 S) 10 TEMPORARY PAVEMENT MARKING (TAPE) M2 150.0000 4,500.00 29.520 4,428.00 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 10,120.00 5,210.000 10,420.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 6,800.00 158.000 6,320.00 S) 13 FLASHING BEACON (PORTABLE) EA 450.0000 7,200.00 16.000 7,200.00 S) 14 FLASHING ARROW SIGN EA 1,000.0000 2,000.00 2.000 2,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 200.0000 40,000.00 207.230 41,446.00 S) 16 TEMPORARY CRASH CUSHION MODULE EA 400.0000 11,200.00 28.000 11,200.00 S) 17 REMOVE RAILROAD TRACK M 750.0000 60,750.00 81.000 60,750.00 18 REMOVE MARKERS AND DELINEATORS EA 8.0000 2,880.00 387.000 3,096.00 19 REMOVE METAL BEAM GUARD RAILING M 36.0000 21,600.00 604.400 21,758.40 20 REMOVE TRAFFIC STRIPE M 2.0000 10,520.00 3,686.000 7,372.00 21 REMOVE ROADSIDE SIGN EA 100.0000 6,300.00 63.000 6,300.00 22 REMOVE ASPHALT CONCRETE DIKE M 10.0000 11,100.00 1,077.500 10,775.00 PROGRAM CAS145 PAGE 2 DATE 10/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-295504 TIME 01:27 PM ESTIMATE NO. 10 BID OPENING 07/26/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/22/06 R.E. NAME: CHRIS TALBOT DATE OF THIS ESTIMATE 10/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RELAY METAL FLARED END SECTION EA 54.0000 54.00 1.000 54.00 24 ADJUST EDGE DRAIN CLEANOUT EA 260.0000 5,980.00 23.000 5,980.00 25 ADJUST FRAME AND GRATE TO GRADE EA 1,000.0000 3,000.00 3.000 3,000.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 292,800.00 97,813.550 293,440.65 S) 27 BRIDGE REMOVAL (PORTION) LS 34,500.0000 34,500.00 1.000 34,500.00 28 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 29 ROADWAY EXCAVATION M3 20.0000 50,400.00 634.500 12,690.00 2,515.000 50,300.00 30 IMPORTED BORROW M3 40.0000 139,200.00 4,350.000 174,000.00 31 IMPORTED MATERIAL (SHOULDER BACKING) M3 32.0000 161,600.00 5,050.000 161,600.00 32 STRAW (EROSION CONTROL) TONN 3,460.0000 6,920.00 2.000 6,920.00 S) 33 PURE LIVE SEED (EROSION CONTROL) KG 2,490.0000 14,940.00 6.000 14,940.00 S) 34 CLASS 2 AGGREGATE BASE M3 50.0000 69,000.00 1,380.000 69,000.00 35 SEAL RANDOM CRACKS LNKM 2,500.0000 137,500.00 52.014 130,035.00 36 ASPHALT CONCRETE (TYPE A) TONN 70.0000 1,820,000.00 23,006.930 1,610,485.10 37 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 90.0000 4,473,000.00 50,028.300 4,502,547.00 38 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 5,000.00 247.300 4,946.00 AREA) 39 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.0000 3,550.00 710.000 3,550.00 40 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 2,000.00 400.000 2,000.00 41 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 2,900.00 580.000 2,900.00 42 SHOULDER RUMBLE STRIP STA 70.0000 38,500.00 550.000 38,500.00 (AC, GROUND-IN INDENTATIONS) 43 ROADSIDE SIGN - ONE POST EA 250.0000 12,500.00 49.000 12,250.00 44 ROADSIDE SIGN - TWO POST EA 450.0000 6,300.00 12.000 5,400.00 45 900 MM CORRUGATED STEEL PIPE M 150.0000 1,200.00 8.100 1,215.00 (2.01 MM THICK) 46 300 MM ALTERNATIVE ENTRANCE TAPER EA 240.0000 720.00 3.000 720.00 47 300 MM ALTERNATIVE PIPE DOWNDRAIN M 80.0000 2,400.00 30.000 2,400.00 48 ROCK SLOPE PROTECTION M3 260.0000 7,800.00 30.000 7,800.00 (FACING, METHOD B) 49 ROCK SLOPE PROTECTION FABRIC M2 20.0000 1,680.00 84.000 1,680.00 PROGRAM CAS145 PAGE 3 DATE 10/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-295504 TIME 01:27 PM ESTIMATE NO. 10 BID OPENING 07/26/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/22/06 R.E. NAME: CHRIS TALBOT DATE OF THIS ESTIMATE 10/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DELINEATOR (CLASS 2) EA 32.0000 14,400.00 449.000 14,368.00 51 MILEPOST MARKER EA 44.0000 1,848.00 42.000 1,848.00 52 OBJECT MARKER (TYPE K) EA 35.0000 140.00 4.000 140.00 53 OBJECT MARKER (TYPE L-2) EA 40.0000 1,200.00 33.000 1,320.00 54 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 51,000.00 602.480 51,210.80 S) 55 TRANSITION RAILING (TYPE WB) EA 6,700.0000 26,800.00 4.000 26,800.00 56 END CAP EA 350.0000 1,400.00 4.000 1,400.00 57 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 13,000.00 5.000 13,000.00 S) 58 END ANCHOR ASSEMBLY (TYPE SFT) EA 850.0000 850.00 1.000 850.00 59 CONCRETE BARRIER (TYPE 736 MODIFIED) M 400.0000 54,000.00 135.000 54,000.00 F) 60 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 8,800.00 250.830 10,033.20 S) 61 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 41,600.00 83,235.290 41,617.65 S) 62 DETECTOR LOOP EA 1,510.0000 6,040.00 4.000 6,040.00 S) PROGRAM CAS145 PAGE 4 DATE 10/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-295504 TIME 01:27 PM ESTIMATE NO. 10 BID OPENING 07/26/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/22/06 R.E. NAME: CHRIS TALBOT DATE OF THIS ESTIMATE 10/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 13,315.00 8,321,661.80 ADJUSTMENT OF COMPENSATION 0.00 236,467.78 EXTRA WORK 0.00 143,703.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,315.00 8,701,833.34 63 MOBILIZATION LS 675,208.0000 675,208.00 1.000 675,208.00 ORIGINAL CONTRACT AMOUNT 9,150,000.00 TOTAL WORK COMPLETED 13,315.00 9,377,041.34 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -19,327.54 TOTAL 33,315.00 9,357,713.80 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/23/05 85 03/06/06 09/07/05 09/22/06 85 66 18 65 100% 100% CHRIS TALBOT RESIDENT ENGINEER PROGRAM CAS145 DATE 10/19/06