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 08/27/09 EST. NO.12 TIME 12:49 PM 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 0082 613.80 E.W. @ U.P (+) 071309 N 0082 0 0083 589.49 071409 N 0083 0 0084 529.03 071509 N 498864 0085 393.00 071609 N 0085 0 0086 241.84 071709 N 0086 0 0087 755.76 072009 N 0087 0 0088 755.76 072109 N 0089 0 0089 634.83 072209 N 0088 0 0090 1,004.12 072309 N 0090 0 0091 1,242.71 072409 N 0091 0 0092 845.11 072709 N 0092 0 0093 589.50 072809 N 0093 0 0094 544.14 072909 N 0094 0 0095 544.14 073009 N 0095 0 0096 725.52 080309 N 0096 0 0101 45.35 071309 N 101 0 006 0006 5,590.99 E.W. @ F.A.(+) 062609 N 0006 0 15,645.09 TOTAL THIS ESTIMATE 1,362,886.07 TOTAL PREVIOUS ESTIMATE 1,378,531.16 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 08/27/09 EST. NO.12 TIME 12:49 PM R.E. NAME: HINTON, JOHN 02-3C8604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 7,000.00 0.00 TOTAL DEDUCTIONS 7,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C8604 TIME 12:49 PM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 08/27/09 LOCATION RERUN PROGRESS ESTIMATE 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 0.170 1,156.00 0.970 6,596.00 02 PREPARE WATER POLLUTION CONTROL LS 2,000.0000 2,000.00 0.750 1,500.00 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 0.112 1,052.80 0.970 9,118.00 S) 07 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.170 17,000.00 0.970 97,000.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,600.0000 25,800.00 1.410 12,126.00 2.910 25,026.00 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 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 19,433.000 17,489.70 123,414.000 111,072.60 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 58,198.80 352.720 58,198.80 PROGRAM CAS145 PAGE 2 DATE 08/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C8604 TIME 12:49 PM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 08/27/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 29,406.000 205,842.00 67,830.000 474,810.00 29 PLACE ANTI-ICING POLYMER OVERLAY SQFT 1.4800 99,641.00 29,406.000 43,520.88 67,830.000 100,388.40 30 JOINT SEAL (MR 1/2") LF 47.0000 13,771.00 204.000 9,588.00 204.000 9,588.00 S) 31 JOINT SEAL (MR 1") LF 47.0000 12,361.00 100.000 4,700.00 100.000 4,700.00 S) 32 JOINT SEAL ASSEMBLY (MR 3") LF 216.0000 10,584.00 0.000 0.00 S) 33 JOINT SEAL (MR 2") LF 115.0000 2,875.00 0.000 0.00 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 0.500 34.00 631.500 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 0.000 0.00 S) 42 THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 10,637.00 0.000 0.00 S) (SPRAYABLE) 43 PAVEMENT MARKER EA 27.0000 7,560.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 3 DATE 08/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C8604 TIME 12:49 PM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 08/27/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 403,628.98 1,607,379.20 ADJUSTMENT OF COMPENSATION 0.00 6,451.09 EXTRA WORK 15,645.09 1,372,080.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 419,274.07 2,985,910.36 44 MOBILIZATION LS 130,000.0000 130,000.00 1.000 130,000.00 ORIGINAL CONTRACT AMOUNT 1,753,598.10 TOTAL WORK COMPLETED 419,274.07 3,115,910.36 MATERIALS ON HAND ON SITE 10,111.67 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 7,000.00 0.00 TOTAL 426,274.07 3,126,022.03 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 06/20/08 100 06/23/08 07/07/08 08/26/09 141 186 45 0 97% 97% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/05/08. HINTON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/27/09