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 01/20/10 EST. NO.14 TIME 07:24 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 --------------------------------------------------------------------------- 003 0005 569.57 E.W. @ F.A.(+) 072909 N 0065.0 0006 529.13 073009 N 0066.0 0007 20,410.19 073109 N 0067.0 0009 251.28 080309 N 0069.0 0010 271.86 080409 N 0070.0 0011 619.85 090309 N 0071.0 0012 345.27 073109 N 0068.1 22,997.15 TOTAL THIS ESTIMATE 125,049.28 TOTAL PREVIOUS ESTIMATE 148,046.43 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 01/20/10 EST. NO.14 TIME 07:24 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 0.00 -2,040.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -3,836.50 06 REC'E PAYROLLS 3,836.50 08 MISSING PAYROLLS -5,000.00 11 REC'ED PAYROLLS 5,000.00 12 0.00 0.00 TOTAL DEDUCTIONS 0.00 -2,040.00 PROGRAM CAS145 PAGE 1 DATE 01/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-499804 TIME 07:24 AM ESTIMATE NO. 14 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 09/10/09 R.E. NAME: RICE CLIFFORD A. DATE OF THIS ESTIMATE 01/20/10 LOCATION FINAL 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 1.000 1,600.00 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 4,960.00 502.000 4,016.00 05 TEMPORARY COVER M2 0.7500 3,750.00 0.000 0.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 69.0000 483.00 7.000 483.00 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 1.000 15,000.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) EA 3,200.0000 3,200.00 1.000 3,200.00 10 CONSTRUCTION AREA SIGNS LS 2,000.0000 2,000.00 1.000 2,000.00 S) 11 TRAFFIC CONTROL SYSTEM LS 45,000.0000 45,000.00 1.000 45,000.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 6,200.0000 6,200.00 1.000 6,200.00 S) 13 REMOVE YELLOW THERMOPLASTIC PAVEMENT M2 120.0000 3,360.00 28.000 3,360.00 S) MARKING 14 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 50.0000 1,500.00 30.000 1,500.00 S) 15 REMOVE ROADSIDE SIGN EA 50.0000 250.00 5.000 250.00 16 REMOVE CULVERT M 22.0000 2,420.00 110.000 2,420.00 17 REMOVE INLET EA 330.0000 660.00 2.000 660.00 18 RESET ROADSIDE SIGN EA 180.0000 720.00 4.000 720.00 19 RELOCATE ROADSIDE SIGN EA 180.0000 540.00 3.000 540.00 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 16.0000 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 1,890.000 77,490.00 PROGRAM CAS145 PAGE 2 DATE 01/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-499804 TIME 07:24 AM ESTIMATE NO. 14 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 09/10/09 R.E. NAME: RICE CLIFFORD A. DATE OF THIS ESTIMATE 01/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 25 IMPORTED BORROW M3 55.5000 43,845.00 980.000 54,390.00 26 DUFF M2 2.8000 11,200.00 4,000.000 11,200.00 S) 27 EROSION CONTROL (TYPE D) M2 2.4000 9,600.00 4,700.000 11,280.00 S) 28 CLASS 2 AGGREGATE BASE M3 62.0000 82,460.00 1,580.000 97,960.00 29 HOT MIX ASPHALT (TYPE B) TONN 100.0000 256,000.00 2,980.000 298,000.00 30 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 10.5000 1,995.00 265.000 2,782.50 31 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.5000 2,100.00 239.000 2,509.50 32 PLACE HOT MIX ASPHALT M2 17.5000 4,200.00 182.000 3,185.00 (MISCELLANEOUS AREA) 33 TACK COAT TONN 80.0000 640.00 8.000 640.00 34 MINOR CONCRETE (MINOR STRUCTURE) M3 1,350.0000 14,850.00 11.000 14,850.00 F) 35 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 910.00 7.000 910.00 (2.0 MM-UNFRAMED) 36 ROADSIDE SIGN - ONE POST EA 168.0000 1,344.00 8.000 1,344.00 37 ROADSIDE SIGN - TWO POST EA 290.0000 290.00 1.000 290.00 38 300 MM REINFORCED CONCRETE PIPE M 355.0000 17,395.00 46.000 16,330.00 39 450 MM REINFORCED CONCRETE PIPE M 268.0000 37,520.00 118.000 31,624.00 40 600 MM REINFORCED CONCRETE PIPE M 492.0000 11,808.00 26.000 12,792.00 41 900 MM REINFORCED CONCRETE PIPE M 616.0000 14,168.00 22.000 13,552.00 42 450 MM CORRUGATED STEEL PIPE M 535.0000 11,235.00 24.000 12,840.00 (2.01 MM THICK) 43 600 MM CORRUGATED STEEL PIPE M 2,850.0000 5,700.00 3.000 8,550.00 (2.01 MM THICK) 44 450 MM STEEL FLARED END SECTION EA 1,400.0000 2,800.00 1.000 1,400.00 45 450 MM CONCRETE FLARED END SECTION EA 1,800.0000 3,600.00 2.000 3,600.00 46 600 MM CONCRETE FLARED END SECTION EA 3,100.0000 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 48 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 197.0000 1,576.00 10.200 2,009.40 49 ROCK SLOPE PROTECTION FABRIC M2 26.0000 728.00 41.000 1,066.00 PROGRAM CAS145 PAGE 3 DATE 01/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-499804 TIME 07:24 AM ESTIMATE NO. 14 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 09/10/09 R.E. NAME: RICE CLIFFORD A. DATE OF THIS ESTIMATE 01/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,569.000 9,414.00 SF) 51 DELINEATOR (CLASS 1) EA 50.0000 1,150.00 23.000 1,150.00 52 CABLE RAILING M 450.0000 1,530.00 3.400 1,530.00 53 THERMOPLASTIC PAVEMENT MARKING M2 42.0000 2,226.00 53.000 2,226.00 S) 54 THERMOPLASTIC TRAFFIC STRIPE M 5.0000 8,200.00 1,640.000 8,200.00 S) (SPRAYABLE) 55 MODIFY FLASHING BEACON LS 18,000.0000 18,000.00 1.000 18,000.00 S) PROGRAM CAS145 PAGE 4 DATE 01/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-499804 TIME 07:24 AM ESTIMATE NO. 14 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 09/10/09 R.E. NAME: RICE CLIFFORD A. DATE OF THIS ESTIMATE 01/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 855,263.40 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 22,997.15 148,046.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 22,997.15 1,003,309.83 56 MOBILIZATION LS 23,000.0000 23,000.00 1.000 23,000.00 ORIGINAL CONTRACT AMOUNT 819,888.00 TOTAL WORK COMPLETED 22,997.15 1,026,309.83 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,040.00 TOTAL 22,997.15 1,024,269.83 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 05/21/08 100 07/07/08 07/07/08 09/10/09 96 0 0 0 100% 100% RICE CLIFFORD A. RESIDENT ENGINEER PROGRAM CAS145 DATE 01/20/10