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 07/27/10 EST. NO.13 TIME 02:28 PM R.E. NAME: MURPHY, JAMES 02-2C7104 --------------------------------------------------------------------------- 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 0002 5,190.41 A.C. @ L.S.(+) 100109 N 2 0 004 0002 2,853.24 A.C. @ L.S.(+) 090909 N 4 0 006 0002 -4,985.18 A.C. @ L.S.(-) 101009 N 7 0 010 0018 1,867.31 E.W. @ F.A.(+) 061510 Y 0030.0 0019 2,516.55 061610 Y 0033.0 0020 1,685.42 061710 Y 0034.0 0021 2,406.39 061810 Y 0035.0 0022 1,287.96 062110 Y 0036.0 0023 4,022.36 061410 Y 0031.0 0024 2,571.48 061510 Y 0032.0 0025 783.63 071210 Y 0037.0 20,199.57 TOTAL THIS ESTIMATE 54,481.23 TOTAL PREVIOUS ESTIMATE 74,680.80 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 07/27/10 EST. NO.13 TIME 02:28 PM R.E. NAME: MURPHY, JAMES 02-2C7104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA -10,000.00 04 RECEIVED FHWA1391 10,000.00 05 MISSING CEM4401 -10,000.00 13 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 13 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 8-09 -5,000.00 04 RET 8-09LCV 5,000.00 07 PER LTR DATED 11/09 -1,000.00 08 RTN PREVIOUS DEDUCT 1,000.00 10 CERTIFIED PAYROLLS -1,000.00 13 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -21,000.00 -21,000.00 PROGRAM CAS145 PAGE 1 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C7104 TIME 02:28 PM ESTIMATE NO. 13 BID OPENING 04/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/21/10 R.E. NAME: MURPHY, JAMES DATE OF THIS ESTIMATE 07/27/10 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 02-SIS-5-R22.3/R22.9 ---------------------------------- SHASTA CONSTRUCTORS INC IN SISKIYOU COUNTY NEAR WEED FROM P O BOX 491539 0.3 MI SOUTH TO 0.3 MI NORTH OF REDDING CA 96049 SHASTA RIVER BRIDGES FED. AID NO. ACBH-059(168)E ,1M-059(168)E REPLACE BRIDGE DECK ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 500.00 2.000 500.00 02 TEMPORARY CULVERT LF 350.0000 2,100.00 6.000 2,100.00 03 36" TEMPORARY INLET EA 2,999.0000 2,999.00 1.000 2,999.00 04 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000.00 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 5.0000 4,000.00 800.000 4,000.00 07 TEMPORARY GRAVEL BAG BERM LF 25.0000 750.00 148.000 3,700.00 08 TEMPORARY COVER SQYD 10.0000 4,300.00 0.000 0.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 4,500.00 8.000 4,000.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,500.0000 2,500.00 1.000 2,500.00 11 CONSTRUCTION AREA SIGNS LS 8,500.0000 8,500.00 1.000 8,500.00 12 TRAFFIC CONTROL SYSTEM LS 42,000.0000 42,000.00 1.000 42,000.00 13 FLASHING ARROW SIGN EA 2,500.0000 5,000.00 2.000 5,000.00 14 TYPE III BARRICADE EA 100.0000 1,800.00 16.000 1,600.00 15 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 780.00 252.000 756.00 16 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 3,775.00 15,028.000 3,757.00 17 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 4,800.00 154.000 4,620.00 18 PORTABLE RADAR TRAILER EA 2,500.0000 5,000.00 2.000 5,000.00 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 1.000 5,000.00 20 TEMPORARY FLASHING BEACON LS 6,500.0000 6,500.00 1.000 6,500.00 21 TEMPORARY RAILING (TYPE K) LF 18.0000 70,920.00 3,940.000 70,920.00 22 TEMPORARY CRASH CUSHION MODULE EA 150.0000 6,300.00 42.000 6,300.00 PROGRAM CAS145 PAGE 2 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C7104 TIME 02:28 PM ESTIMATE NO. 13 BID OPENING 04/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/21/10 R.E. NAME: MURPHY, JAMES DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE METAL BEAM GUARD RAILING LF 12.0000 1,560.00 127.000 1,524.00 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 7,440.00 4,600.000 9,200.00 STRIPE 25 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 7,550.00 14,937.000 7,468.50 26 REMOVE PAVEMENT MARKING SQFT 4.5000 1,170.00 252.000 1,134.00 27 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,575.00 4,816.000 2,408.00 28 REMOVE PAVEMENT MARKER EA 2.0000 400.00 169.000 338.00 29 REMOVE ASPHALT CONCRETE DIKE LF 14.0000 1,400.00 104.500 1,463.00 30 SALVAGE METAL BRIDGE RAILING LF 5.0000 2,300.00 460.000 2,300.00 31 ADJUST METAL BEAM GUARD RAILING LF 12.0000 2,280.00 186.000 2,232.00 32 MODIFY INLET EA 5,000.0000 5,000.00 1.000 5,000.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 19,500.00 2,440.200 12,201.00 34 REMOVE CONCRETE BARRIER LF 25.0000 10,500.00 420.000 10,500.00 35 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 7,522.00 11,754.000 11,754.00 36 BRIDGE REMOVAL (PORTION) LS 68,000.0000 68,000.00 1.000 68,000.00 37 ROADWAY EXCAVATION CY 25.0000 17,750.00 717.700 17,942.50 38 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 39 STRUCTURE EXCAVATION (TYPE Z-2) CY 750.0000 11,250.00 15.000 11,250.00 F) (AERIALLY DEPOSITED LEAD) 40 STRUCTURE BACKFILL (BRIDGE) CY 500.0000 6,000.00 12.000 6,000.00 F) 41 EROSION CONTROL (TYPE D) ACRE 2,800.0000 4,480.00 1.600 4,480.00 42 CLASS 2 AGGREGATE BASE CY 100.0000 18,000.00 216.300 21,630.00 43 AGGREGATE BASE (APPROACH SLAB) CY 100.0000 3,100.00 99.900 9,990.00 44 REPLACE ASPHALT CONCRETE SURFACING CY 800.0000 24,000.00 37.900 30,320.00 45 HOT MIX ASPHALT (TYPE A) TON 215.0000 88,150.00 303.000 65,145.00 46 MINOR HOT MIX ASPHALT TON 120.0000 105,600.00 715.470 85,856.40 47 SHOULDER RUMBLE STRIP STA 55.0000 2,145.00 39.500 2,172.50 (AC, GROUND-IN INDENTATIONS) 48 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 30.0000 3,000.00 104.500 3,135.00 49 PRESTRESSING LS 45,000.0000 45,000.00 1.000 45,000.00 PROGRAM CAS145 PAGE 3 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C7104 TIME 02:28 PM ESTIMATE NO. 13 BID OPENING 04/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/21/10 R.E. NAME: MURPHY, JAMES DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURAL CONCRETE, BRIDGE CY 890.0000 317,730.00 357.500 318,175.00 F) 51 STRUCTURAL CONCRETE, APPROACH SLAB CY 890.0000 278,570.00 326.400 290,496.00 (TYPE R) 52 DRILL AND BOND DOWEL LF 62.0000 28,520.00 460.000 28,520.00 53 FURNISH POLYESTER CONCRETE OVERLAY CF 102.0000 47,940.00 789.000 80,478.00 54 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0000 30,088.00 11,754.000 47,016.00 F) 55 JOINT SEAL (MR 1 1/2") LF 50.0000 26,000.00 520.000 26,000.00 56 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 19,896.00 19,896.000 19,896.00 F) 57 BAR REINFORCING STEEL (EPOXY COATED) LB 1.0000 61,666.00 61,666.000 61,666.00 F) (BRIDGE) 58 STRUCTURAL STEEL (BRIDGE) LB 6.0000 146,736.00 24,456.000 146,736.00 F) 59 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 6,000.0000 6,000.00 1.000 6,000.00 60 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 12,000.0000 12,000.00 1.000 12,000.00 61 CLEAN AND PAINT STRUCTURAL STEEL LS 35,000.0000 35,000.00 1.000 35,000.00 62 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 138.0000 99,084.00 718.000 99,084.00 63 SPOT BLAST CLEAN AND PAINT UNDERCOAT EA 500.0000 18,000.00 36.000 18,000.00 (SUPPORT BEARING) 64 WORK AREA MONITORING LS 2,500.0000 2,500.00 1.000 2,500.00 65 MINOR CONCRETE (MISCELLANEOUS CY 900.0000 4,500.00 5.000 4,500.00 CONSTRUCTION) 66 METAL BEAM GUARD RAILING LF 35.0000 2,205.00 62.500 2,187.50 67 TRANSITION RAILING (TYPE WB) EA 3,500.0000 3,500.00 1.000 3,500.00 68 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 1.000 2,500.00 69 CONCRETE BARRIER (TYPE 60) LF 65.0000 16,250.00 250.000 16,250.00 70 CONCRETE BARRIER (TYPE 60C) LF 100.0000 17,000.00 170.000 17,000.00 71 CONCRETE BARRIER (TYPE 736) LF 80.0000 31,600.00 395.000 31,600.00 F) 72 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 100.0000 6,800.00 68.000 6,800.00 F) 73 THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 4,750.00 21,472.000 5,368.00 (SPRAYABLE) 74 PAVEMENT MARKER EA 12.5000 3,625.00 309.000 3,862.50 (RETROREFLECTIVE-RECESSED) 75 CLOSED CIRCUIT TELEVISION SYSTEM LS 48,000.0000 48,000.00 1.000 48,000.00 PROGRAM CAS145 PAGE 4 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C7104 TIME 02:28 PM ESTIMATE NO. 13 BID OPENING 04/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/21/10 R.E. NAME: MURPHY, JAMES DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,007,330.90 ADJUSTMENT OF COMPENSATION 3,058.47 21,176.05 EXTRA WORK 17,141.10 53,504.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 20,199.57 2,082,011.70 76 MOBILIZATION LS 200,000.0000 200,000.00 1.000 200,000.00 ORIGINAL CONTRACT AMOUNT 2,176,156.00 TOTAL WORK COMPLETED 20,199.57 2,282,011.70 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -21,000.00 -21,000.00 TOTAL -800.43 2,261,011.70 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 06/05/09 115 06/15/09 06/22/09 06/21/10 112 137 14 0 100% 100% MURPHY, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 07/27/10