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 11/18/09 EST. NO.14 TIME 08:39 AM R.E. NAME: HINTON, JOHN 02-3C8604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0124 784.65 E.W. @ U.P (+) 073109 N 0124 0 0125 799.04 091409 N 0125 0 0126 799.04 091509 N 0126 0 0127 483.68 091609 N 0127 0 0128 483.68 091709 N 0128 0 0129 824.07 091809 N 0129 0 0130 562.52 092109 N 0130 0 0131 641.36 092209 N 0131 0 0132 641.36 092309 N 0132 0 0133 562.52 092409 N 0133 0 0134 453.45 092509 N 0134 0 0135 601.94 092809 N 0135 0 0136 601.94 092909 N 515834 0137 601.94 093009 N 0137 0 0138 562.52 100109 N 0138 0 0139 784.65 100509 N 0139 0 0140 601.94 100609 N 0140 0 0141 683.44 100809 N 0141 0 0142 483.68 100709 N 0142 0 0143 423.22 100909 N 0143 0 0144 601.94 100209 N 0144 0 008 0001 1,652.78 E.W. @ F.A.(+) 091608 N 0001 0 0002 8,204.90 100509 N 0002 0 010 0001 -1,852.88 A.C. @ L.S.(-) 091609 N 1 0 011 0001 3,696.00 E.W. @ L.S.(+) 100209 N 001 0 24,683.38 TOTAL THIS ESTIMATE 1,408,683.78 TOTAL PREVIOUS ESTIMATE 1,433,367.16 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 11/18/09 EST. NO.14 TIME 08:39 AM R.E. NAME: HINTON, JOHN 02-3C8604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING FNL CEM4401 -10,000.00 14 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR 10/08 -2,000.00 04 PER LTR DATED 7/09 -5,000.00 11 RETURN 07/09 DEDUCT 5,000.00 12 RETURN 10/08 DEDUCT 2,000.00 12 CERTIFIED PAYROLLS -1,742.02 14 -1,742.02 -1,742.02 TOTAL DEDUCTIONS -11,742.02 -11,742.02 PROGRAM CAS145 PAGE 1 DATE 11/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C8604 TIME 08:39 AM ESTIMATE NO. 14 BID OPENING 04/30/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/09/09 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 11/18/09 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 02-SIS-263-52.6/57.1 ---------------------------------- STEWART ENGINEERING INC IN SISKIYOU COUNTY AT VARIOUS P O BOX 990010 LOCATIONS REDDING CA 96099 FED. AID NO. N O N E REHABILITATE BRIDGE DECKS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION SITE MANAGEMENT LS 6,800.0000 6,800.00 0.030 204.00 1.000 6,800.00 02 PREPARE WATER POLLUTION CONTROL LS 2,000.0000 2,000.00 0.250 500.00 1.000 2,000.00 PROGRAM 03 TEMPORARY MULCH CY 60.0000 2,100.00 35.000 2,100.00 04 TEMPORARY FIBER ROLL LF 3.5000 1,750.00 300.000 1,050.00 05 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,750.0000 2,750.00 1.000 2,750.00 06 CONSTRUCTION AREA SIGNS LS 9,400.0000 9,400.00 0.030 282.00 1.000 9,400.00 S) 07 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.030 3,000.00 1.000 100,000.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,600.0000 25,800.00 0.090 774.00 3.000 25,800.00 S) 09 REMOVE METAL BEAM GUARD RAILING LF 9.2000 11,224.00 1,212.500 11,155.00 S) 10 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.5000 84,133.50 56,089.000 84,133.50 11 RECONSTRUCT DRAINAGE FACILITY EA 1,080.0000 1,080.00 1.000 1,080.00 12 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.2000 37,092.00 2,494.000 32,920.80 S) 13 REMOVE UNSOUND CONCRETE CF 70.0000 9,940.00 165.000 11,550.00 14 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.9000 60,592.50 123,414.000 111,072.60 15 BRIDGE REMOVAL (PORTION), LOCATION A LS 6,600.0000 6,600.00 1.000 6,600.00 16 BRIDGE REMOVAL (PORTION), LOCATION B LS 3,800.0000 3,800.00 1.000 3,800.00 17 BRIDGE REMOVAL (PORTION), LOCATION C LS 43,000.0000 43,000.00 1.000 43,000.00 18 BRIDGE REMOVAL (PORTION), LOCATION D LS 5,950.0000 5,950.00 1.000 5,950.00 19 BRIDGE REMOVAL (PORTION), LOCATION E LS 7,400.0000 7,400.00 1.000 7,400.00 20 STRUCTURE EXCAVATION (BRIDGE) CY 176.0000 1,408.00 8.000 1,408.00 F) 21 STRUCTURE BACKFILL (BRIDGE) CY 309.0000 1,854.00 6.000 1,854.00 F) 22 HOT MIX ASPHALT (TYPE A) TON 165.0000 92,400.00 352.720 58,198.80 PROGRAM CAS145 PAGE 2 DATE 11/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C8604 TIME 08:39 AM ESTIMATE NO. 14 BID OPENING 04/30/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/09/09 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 11/18/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 60.0000 600.00 0.000 0.00 24 STRUCTURAL CONCRETE, BRIDGE CY 520.0000 68,640.00 168.000 87,360.00 25 DRILL AND BOND DOWEL LF 48.5000 40,255.00 830.000 40,255.00 26 CLEAN EXPANSION JOINT LF 28.0000 17,556.00 577.000 16,156.00 27 RAPID SETTING CONCRETE (PATCH) CF 120.0000 17,040.00 165.000 19,800.00 28 FURNISH ANTI-ICING POLYMER OVERLAY SQFT 7.0000 471,275.00 67,830.000 474,810.00 29 PLACE ANTI-ICING POLYMER OVERLAY SQFT 1.4800 99,641.00 67,830.000 100,388.40 30 JOINT SEAL (MR 1/2") LF 47.0000 13,771.00 229.000 10,763.00 S) 31 JOINT SEAL (MR 1") LF 47.0000 12,361.00 95.600 4,493.20 288.400 13,554.80 S) 32 JOINT SEAL ASSEMBLY (MR 3") LF 216.0000 10,584.00 24.500 5,292.00 49.000 10,584.00 S) 33 JOINT SEAL (MR 2") LF 115.0000 2,875.00 25.000 2,875.00 25.000 2,875.00 S) 34 BAR REINFORCING STEEL (EPOXY COATED) LB 1.7000 25,913.10 15,243.000 25,913.10 S) (BRIDGE) 35 METAL BEAM GUARD RAILING (WOOD POST) LF 68.0000 46,240.00 631.500 42,942.00 S) 36 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 456.0000 40,584.00 89.000 40,584.00 F) 37 BURIED POST ANCHOR EA 3,560.0000 3,560.00 1.000 3,560.00 S) 38 TRANSITION RAILING (TYPE WB) EA 9,500.0000 180,500.00 19.000 180,500.00 S) 39 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,560.0000 32,040.00 9.000 32,040.00 S) 40 CONCRETE BARRIER (TYPE 9-11 MODIFIED) LF 220.0000 3,520.00 16.000 3,520.00 F) 41 THERMOPLASTIC PAVEMENT MARKING SQFT 9.8000 1,372.00 82.000 803.60 S) 42 THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 10,637.00 11,982.000 13,180.20 S) (SPRAYABLE) 43 PAVEMENT MARKER EA 27.0000 7,560.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 3 DATE 11/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C8604 TIME 08:39 AM ESTIMATE NO. 14 BID OPENING 04/30/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/09/09 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 11/18/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 17,420.20 1,649,611.80 ADJUSTMENT OF COMPENSATION -1,852.88 4,598.21 EXTRA WORK 26,536.26 1,428,768.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 42,103.58 3,082,978.96 44 MOBILIZATION LS 130,000.0000 130,000.00 1.000 130,000.00 ORIGINAL CONTRACT AMOUNT 1,753,598.10 TOTAL WORK COMPLETED 42,103.58 3,212,978.96 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -11,742.02 -11,742.02 TOTAL 30,361.56 3,201,236.94 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 06/20/08 100 06/23/08 07/07/08 10/09/09 145 172 46 0 100% 100% HINTON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/18/09