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 04/23/10 EST. NO.09 TIME 08:48 AM R.E. NAME: HINTON, JOHN 02-3C8104 --------------------------------------------------------------------------- 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 04/23/10 EST. NO.09 TIME 08:48 AM R.E. NAME: HINTON, JOHN 02-3C8104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 8-09 -3,000.00 02 PER LTR DATED 09/09 -5,000.00 03 LCV OCT 09 -7,000.00 04 PER 11/09 LTR -7,000.00 05 RETURN 8/09 DEDUCT 3,000.00 05 PER 1/10 LTR -1,000.00 07 RET 9/09 DEDUCT 5,000.00 07 RTN 10/09,11/09 DED 14,000.00 08 RET 1/10 DEDUCT 1,000.00 09 1,000.00 0.00 TOTAL DEDUCTIONS 1,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C8104 TIME 08:48 AM ESTIMATE NO. 09 BID OPENING 12/02/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 04/23/10 LOCATION PROGRESS ESTIMATE 02-SIS-96-1.2/3.0 ----------------- HAYES AND SONS INC IN SISKIYOU COUNTY AT VARIOUS P O BOX 258 LOCATIONS HAPPY CAMP CA 96039 FED. AID NO. ER-43G3(4)E INSTALL PRECAST CULVERTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 27.0000 1,890.00 10.000 270.00 02 TEMPORARY CLEAR WATER DIVERSION SYSTEM LS 15,000.0000 15,000.00 0.000 0.00 03 CONSTRUCTION SITE MANAGEMENT LS 3,000.0000 3,000.00 0.700 2,100.00 04 PREPARE WATER POLLUTION CONTROL LS 3,000.0000 3,000.00 0.750 2,250.00 PROGRAM 05 TEMPORARY FIBER ROLL M 9.0000 1,260.00 46.000 414.00 06 TEMPORARY CHECK DAM M 200.0000 3,000.00 0.000 0.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,500.0000 3,500.00 0.830 2,905.00 08 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.750 9,000.00 09 TRAFFIC CONTROL SYSTEM LS 62,700.0000 62,700.00 0.700 43,890.00 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 32.0000 640.00 20.000 640.00 11 TEMPORARY PAVEMENT MARKING (TAPE) M2 310.0000 682.00 2.200 682.00 12 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 1,170.00 18.000 1,170.00 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 4,200.0000 25,200.00 4.200 17,640.00 14 TEMPORARY FLASHING BEACON LS 6,000.0000 6,000.00 1.000 6,000.00 15 TEMPORARY RAILING (TYPE K) M 114.0000 14,592.00 128.000 14,592.00 16 ABANDON CULVERT EA 2,000.0000 2,000.00 1.000 2,000.00 17 REMOVE METAL BEAM GUARD RAILING M 50.0000 400.00 8.000 400.00 18 REMOVE CULVERT M 50.0000 1,550.00 16.000 800.00 19 REMOVE HEADWALL EA 1,200.0000 3,600.00 2.000 2,400.00 20 RECONSTRUCT FLARED TERMINAL SYSTEM EA 2,200.0000 4,400.00 0.000 0.00 21 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 9,450.00 625.000 9,375.00 22 REMOVE CONCRETE (MISCELLANEOUS) M3 1,150.0000 1,610.00 1.400 1,610.00 PROGRAM CAS145 PAGE 2 DATE 04/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C8104 TIME 08:48 AM ESTIMATE NO. 09 BID OPENING 12/02/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 04/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CLEARING AND GRUBBING LS 3,000.0000 3,000.00 0.860 2,580.00 24 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 1,500.00 20.000 1,500.00 F) 25 ROADWAY EXCAVATION (RESTRICTED MATERIAL) M3 11.7500 223,250.00 26,359.500 309,724.13 26 ASBESTOS COMPLIANCE PLAN LS 4,400.0000 4,400.00 0.900 3,960.00 (RESTRICTED MATERIAL) 27 DUST CONTROL PLAN LS 2,000.0000 2,000.00 0.900 1,800.00 (RESTRICTED MATERIAL) 28 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 600.00 4.000 600.00 F) 29 SAND BACKFILL M3 150.0000 1,500.00 8.400 1,260.00 30 DITCH EXCAVATION M3 100.0000 2,900.00 14.000 1,400.00 31 GEOSYNTHETIC REINFORCED EMBANKMENT M2 65.0000 42,900.00 660.000 42,900.00 32 IMPORTED MATERIAL (SHOULDER BACKING) TONN 250.0000 3,500.00 14.000 3,500.00 33 EROSION CONTROL (BLANKET) M2 9.0000 3,330.00 370.000 3,330.00 34 EROSION CONTROL (TYPE D) M2 3.0000 10,500.00 3,500.000 10,500.00 35 HOT MIX ASPHALT (TYPE B) TONN 200.0000 22,000.00 121.030 24,206.00 36 PLACE HOT MIX ASPHALT M2 161.0000 4,347.00 27.000 4,347.00 (MISCELLANEOUS AREA) 37 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,156.0000 56,056.00 26.000 56,056.00 PILING 38 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 12,000.00 16.000 12,000.00 F) 39 MINOR CONCRETE (MINOR STRUCTURE) M3 750.0000 36,000.00 37.860 28,395.00 F) 40 BAR REINFORCING STEEL (BRIDGE) KG 8.0000 14,160.00 1,770.000 14,160.00 F) 41 BAR REINFORCING STEEL (EPOXY COATED) KG 8.0000 15,600.00 1,950.000 15,600.00 F) (BRIDGE) 42 DECK SEAL M2 200.0000 6,400.00 32.000 6,400.00 F) 43 2.4 X 1.5 PRECAST CONCRETE BOX CULVERT M 5,000.0000 110,000.00 0.000 0.00 44 750 MM CORRUGATED STEEL PIPE M 850.0000 3,400.00 4.000 3,400.00 (3.51 MM THICK) 45 1500 MM CORRUGATED STEEL PIPE M 800.0000 2,000.00 2.500 2,000.00 (3.51 MM THICK) 46 200 MM PERFORATED PLASTIC M 20.0000 300.00 14.200 284.00 PIPE UNDERDRAIN 47 200 MM PLASTIC PIPE UNDERDRAIN M 26.0000 234.00 12.000 312.00 48 900 MM WELDED STEEL PIPE RISER M 4,800.0000 2,400.00 0.500 2,400.00 (6.35 MM THICK) 49 1200 MM WELDED STEEL PIPE M 480.0000 12,960.00 27.000 12,960.00 (9.53 MM THICK) PROGRAM CAS145 PAGE 3 DATE 04/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C8104 TIME 08:48 AM ESTIMATE NO. 09 BID OPENING 12/02/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 04/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROCK SLOPE PROTECTION (2T, METHOD A) TONN 80.0000 27,200.00 118.800 9,504.00 51 ROCK SLOPE PROTECTION (1/4T, METHOD B) TONN 80.0000 1,520.00 19.000 1,520.00 52 MISCELLANEOUS IRON AND STEEL KG 8.0000 1,648.00 206.000 1,648.00 F) 53 MARKER (CULVERT) EA 100.0000 600.00 0.000 0.00 54 TRANSITION RAILING (TYPE WB) EA 6,250.0000 12,500.00 2.000 12,500.00 55 CONCRETE BARRIER (TYPE 736 MODIFIED) M 900.0000 8,100.00 9.000 8,100.00 F) 56 THERMOPLASTIC TRAFFIC STRIPE M 10.0000 3,800.00 453.000 4,530.00 (SPRAYABLE) 57 PAVEMENT MARKER EA 42.0000 1,680.00 40.000 1,680.00 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 04/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C8104 TIME 08:48 AM ESTIMATE NO. 09 BID OPENING 12/02/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 04/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 723,194.13 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 47,729.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 770,923.13 58 MOBILIZATION LS 44,655.0000 44,655.00 1.000 44,655.00 ORIGINAL CONTRACT AMOUNT 875,584.00 TOTAL WORK COMPLETED 0.00 815,578.13 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 0.00 TOTAL 1,000.00 815,578.13 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 01/05/09 95 07/06/09 01/20/09 10/01/10 140 171 5 0 80% 100% PROGRESS UNSATISFACTORY HINTON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/23/10