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 09/23/08 EST. NO.03 TIME 10:38 AM R.E. NAME: RICE CLIFFORD A. 10-499804 --------------------------------------------------------------------------- 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 09/23/08 EST. NO.03 TIME 10:38 AM R.E. NAME: RICE CLIFFORD A. 10-499804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP NOT RESUBMIT. -14,000.00 02 RESTAKING 15 POINTS -2,040.00 03 SWPPP SUBMITTED 14,000.00 03 11,960.00 -2,040.00 TOTAL DEDUCTIONS 11,960.00 -2,040.00 PROGRAM CAS145 PAGE 1 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-499804 TIME 10:38 AM ESTIMATE NO. 03 BID OPENING 04/02/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: RICE CLIFFORD A. DATE OF THIS ESTIMATE 09/23/08 LOCATION PROGRESS ESTIMATE 10-AMA-88-29.5/ .0 ----------------- TEICHERT CONSTRUCTION IN AMADOR COUNTY AT PIONEER FROM STOCKTON DISTRICT 0.3 KM EAST OF CARSON DRIVE TO 0.3 POST OFFICE BOX 1118 KM EAST OF DEFENDER GRADE ROAD STOCKTON, CA 95201 FED. AID NO. ACST-P088(49)E ,PHG-P088(49)E WIDEN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 10.5000 4,200.00 398.000 4,179.00 02 CONSTRUCTION SITE MANAGEMENT LS 1,600.0000 1,600.00 0.150 240.00 0.500 800.00 03 PREPARE STORM WATER POLLUTION LS 2,300.0000 2,300.00 0.750 1,725.00 S) PREVENTION PLAN 04 TEMPORARY FIBER ROLL M 8.0000 4,960.00 419.000 3,352.00 05 TEMPORARY COVER M2 0.7500 3,750.00 0.000 0.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 69.0000 483.00 3.000 207.00 07 TEMPORARY HYDRAULIC MULCH M2 1.7500 6,475.00 0.000 0.00 S) (BONDED FIBER MATRIX) 08 STREET SWEEPING LS 15,000.0000 15,000.00 0.250 3,750.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) EA 3,200.0000 3,200.00 0.000 0.00 10 CONSTRUCTION AREA SIGNS LS 2,000.0000 2,000.00 0.750 1,500.00 S) 11 TRAFFIC CONTROL SYSTEM LS 45,000.0000 45,000.00 0.150 6,750.00 0.500 22,500.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 6,200.0000 6,200.00 0.150 930.00 0.500 3,100.00 S) 13 REMOVE YELLOW THERMOPLASTIC PAVEMENT M2 120.0000 3,360.00 0.000 0.00 S) MARKING 14 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 50.0000 1,500.00 0.000 0.00 S) 15 REMOVE ROADSIDE SIGN EA 50.0000 250.00 0.000 0.00 16 REMOVE CULVERT M 22.0000 2,420.00 110.000 2,420.00 110.000 2,420.00 17 REMOVE INLET EA 330.0000 660.00 2.000 660.00 2.000 660.00 18 RESET ROADSIDE SIGN EA 180.0000 720.00 0.000 0.00 19 RELOCATE ROADSIDE SIGN EA 180.0000 540.00 0.000 0.00 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 16.0000 3,840.00 240.000 3,840.00 240.000 3,840.00 S) 21 CLEARING AND GRUBBING LS 22,000.0000 22,000.00 1.000 22,000.00 22 ROADWAY EXCAVATION M3 41.0000 77,490.00 865.000 35,465.00 1,890.000 77,490.00 PROGRAM CAS145 PAGE 2 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-499804 TIME 10:38 AM ESTIMATE NO. 03 BID OPENING 04/02/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: RICE CLIFFORD A. DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 LEAD COMPLIANCE PLAN LS 3,250.0000 3,250.00 1.000 3,250.00 S) 24 CONCRETE BACKFILL M3 167.0000 6,346.00 38.000 6,346.00 38.000 6,346.00 25 IMPORTED BORROW M3 55.5000 43,845.00 71.000 3,940.50 466.000 25,863.00 26 DUFF M2 2.8000 11,200.00 0.000 0.00 S) 27 EROSION CONTROL (TYPE D) M2 2.4000 9,600.00 0.000 0.00 S) 28 CLASS 2 AGGREGATE BASE M3 62.0000 82,460.00 765.000 47,430.00 765.000 47,430.00 29 HOT MIX ASPHALT (TYPE B) TONN 100.0000 256,000.00 216.000 21,600.00 216.000 21,600.00 30 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 10.5000 1,995.00 0.000 0.00 31 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.5000 2,100.00 0.000 0.00 32 PLACE HOT MIX ASPHALT M2 17.5000 4,200.00 0.000 0.00 (MISCELLANEOUS AREA) 33 TACK COAT TONN 80.0000 640.00 0.000 0.00 34 MINOR CONCRETE (MINOR STRUCTURE) M3 1,350.0000 14,850.00 0.000 0.00 F) 35 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 910.00 0.000 0.00 (2.0 MM-UNFRAMED) 36 ROADSIDE SIGN - ONE POST EA 168.0000 1,344.00 0.000 0.00 37 ROADSIDE SIGN - TWO POST EA 290.0000 290.00 0.000 0.00 38 300 MM REINFORCED CONCRETE PIPE M 355.0000 17,395.00 46.000 16,330.00 46.000 16,330.00 39 450 MM REINFORCED CONCRETE PIPE M 268.0000 37,520.00 117.000 31,356.00 117.000 31,356.00 40 600 MM REINFORCED CONCRETE PIPE M 492.0000 11,808.00 26.000 12,792.00 26.000 12,792.00 41 900 MM REINFORCED CONCRETE PIPE M 616.0000 14,168.00 20.000 12,320.00 20.000 12,320.00 42 450 MM CORRUGATED STEEL PIPE M 535.0000 11,235.00 21.000 11,235.00 21.000 11,235.00 (2.01 MM THICK) 43 600 MM CORRUGATED STEEL PIPE M 2,850.0000 5,700.00 2.000 5,700.00 2.000 5,700.00 (2.01 MM THICK) 44 450 MM STEEL FLARED END SECTION EA 1,400.0000 2,800.00 0.000 0.00 45 450 MM CONCRETE FLARED END SECTION EA 1,800.0000 3,600.00 1.000 1,800.00 1.000 1,800.00 46 600 MM CONCRETE FLARED END SECTION EA 3,100.0000 3,100.00 1.000 3,100.00 1.000 3,100.00 47 900 MM PRECAST CONCRETE PIPE INLET M 1,200.0000 2,760.00 2.300 2,760.00 2.300 2,760.00 48 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 197.0000 1,576.00 8.000 1,576.00 8.000 1,576.00 49 ROCK SLOPE PROTECTION FABRIC M2 26.0000 728.00 28.000 728.00 28.000 728.00 PROGRAM CAS145 PAGE 3 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-499804 TIME 10:38 AM ESTIMATE NO. 03 BID OPENING 04/02/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: RICE CLIFFORD A. DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MISCELLANEOUS IRON AND STEEL KG 6.0000 6,414.00 0.000 0.00 SF) 51 DELINEATOR (CLASS 1) EA 50.0000 1,150.00 0.000 0.00 52 CABLE RAILING M 450.0000 1,530.00 0.000 0.00 53 THERMOPLASTIC PAVEMENT MARKING M2 42.0000 2,226.00 0.000 0.00 S) 54 THERMOPLASTIC TRAFFIC STRIPE M 5.0000 8,200.00 0.000 0.00 S) (SPRAYABLE) 55 MODIFY FLASHING BEACON LS 18,000.0000 18,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-499804 TIME 10:38 AM ESTIMATE NO. 03 BID OPENING 04/02/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: RICE CLIFFORD A. DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 229,318.50 351,709.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 229,318.50 351,709.00 56 MOBILIZATION LS 23,000.0000 23,000.00 0.200 4,600.00 0.950 21,850.00 ORIGINAL CONTRACT AMOUNT 819,888.00 TOTAL WORK COMPLETED 233,918.50 373,559.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 11,960.00 -2,040.00 TOTAL 245,878.50 371,519.00 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 05/21/08 100 07/07/08 07/07/08 12/31/08 53 0 0 0 46% 53% PROGRESS IS SATISFACTORY CCO RICE CLIFFORD A. RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/08