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 08/05/04 EST. NO.20 TIME 04:10 PM R.E. NAME: WRIGHT, GEOFFREY 01-293204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0046 606.69 E.W. @ F.A.(+) 062104 N 039 0 0047 560.26 062504 N 040 0 0049 1,597.72 062804 N 042 0 0050 1,015.47 062904 N 043 0 0051 40.73 062804 N 044 0 012 0013 16,450.00 E.W. @ U.P (+) 062204 N 0013 0 016 0001 216.62 E.W. @ F.A.(+) 062804 N 001 0 0002 1,538.25 063004 N 002 0 0003 1,506.81 070704 N 003 0 0004 1,395.91 070904 N 004 0 0006 106.74 063004 N 007 0 0007 2,377.67 061804 N 006 0 0008 149.24 070604 N 008 0 0009 173.06 070804 N 009 0 0010 1,340.04 070904 N 0010 0 0011 129.27 062804 N 011 0 0012 2,138.59 062104 N 012 0 0013 1,453.07 061004 N 013 0 32,796.14 TOTAL THIS ESTIMATE 132,249.99 TOTAL PREVIOUS ESTIMATE 165,046.13 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 08/05/04 EST. NO.20 TIME 04:10 PM R.E. NAME: WRIGHT, GEOFFREY 01-293204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 25% HELD FOR CPPM -48,587.53 02 25% CPM RETENTION -19,348.14 03 NO CPM SUBMITTAL -9,939.50 04 CPM NOT SUBMITTED -2,299.13 05 CPM NONCOMPLIANCE -19,692.55 06 NEW CPM DEDUCTION -4,674.58 07 RETURN CPM DEDUCTION 99,866.85 07 RET CPM DECUTCTION 4,674.58 08 PTFE BEARING TESTING -5,000.00 16 LACK OF CPM SUBMITTL -29,339.00 17 RETURN CPM DEDUCTION 29,339.00 19 CPM LACK OF SUBMIT'L -22,755.39 20 -22,755.39 -27,755.39 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402(F) -10,000.00 20 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 03 REC'D PAYROLLS 11/2 10,000.00 16 MISSING P/R'S 05/04 -10,000.00 17 0.00 -10,000.00 LIQUIDATED DAMAGES 13 DAYS @ $1800/DAY -23,400.00 15 29 DAYS @ 1800/DAY -52,500.00 16 30 DAYS @ 1800/DAY -54,000.00 16 31 DAYS @ 1800/DAY -55,800.00 16 31 DAYS @ 1800/DAY -55,800.00 16 31 DAYS @ $1800/DAY -55,800.00 16 30 DAYS @ $1800/DAY -54,000.00 17 29 DAYS @ $1800/DAY -52,200.00 18 21 DAYS @ $1800/DAY -37,800.00 20 -37,800.00 -441,300.00 OTHER OUTSTANDING DOCUMENTS MISSING FHWA47/PAYRL -10,000.00 20 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -80,555.39 -499,055.39 PROGRAM CAS145 PAGE 1 DATE 08/05/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293204 TIME 04:10 PM ESTIMATE NO. 20 BID OPENING 06/11/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/09/04 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 08/05/04 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 01-HUM-299-R1.5/R1.6 ---------------------------------------- J F SHEA CO INC IN HUMBOLDT COUNTY NEAR ARCATA FROM P O BOX 494519 0.7 KM EAST OF MAD RIVER BRIDGE REDDING CA 960494519 FED. AID NO. ACBH-P299(132)E ,NH-P299(132)E RESURFACE ASPHALT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 150 MM TEMPORARY CULVERT M 85.0000 7,650.00 90.000 7,650.00 02 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000.00 S) 03 TRAFFIC CONTROL SYSTEM LS 28,000.0000 28,000.00 0.080 2,240.00 1.000 28,000.00 S) 04 TYPE III BARRICADE EA 110.0000 660.00 10.000 1,100.00 S) 05 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 3,000.00 134.000 4,020.00 S) 06 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 80,000.00 4.000 80,000.00 S) 07 PORTABLE RADAR TRAILER EA 6,500.0000 6,500.00 1.000 6,500.00 08 TEMPORARY FLASHING BEACON LS 80,000.0000 80,000.00 1.000 80,000.00 (SOLAR POWERED) 09 TEMPORARY RAILING (TYPE K) M 75.0000 49,500.00 677.280 50,796.00 10 TEMPORARY TRAFFIC SCREEN M 35.0000 23,100.00 610.550 21,369.25 11 ABANDON DECK DRAIN EA 90.0000 540.00 2.000 180.00 12 REMOVE METAL BEAM GUARD RAILING M 10.0000 900.00 101.500 1,015.00 S) 13 REMOVE PAINTED TRAFFIC STRIPE M 5.0000 1,400.00 164.600 823.00 S) 14 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 9.0000 1,080.00 82.000 738.00 S) 15 REMOVE ROADSIDE SIGN EA 150.0000 450.00 3.000 450.00 16 REMOVE ASPHALT CONCRETE DIKE M 5.5000 1,375.00 242.000 1,331.00 17 REMOVE CONCRETE DECK SURFACE M2 8.0000 10,240.00 1,278.200 10,225.60 18 RESET OBJECT MARKER EA 45.0000 90.00 3.000 135.00 3.000 135.00 19 RELOCATE OBJECT MARKER EA 45.0000 90.00 2.000 90.00 2.000 90.00 20 RELOCATE ROADSIDE SIGN EA 45.0000 45.00 1.000 45.00 1.000 45.00 21 RELOCATE METAL BEAM GUARD RAILING M 110.0000 2,090.00 19.100 2,101.00 19.100 2,101.00 S) 22 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 22,400.00 16,117.800 32,235.60 S) PROGRAM CAS145 PAGE 2 DATE 08/05/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293204 TIME 04:10 PM ESTIMATE NO. 20 BID OPENING 06/11/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/09/04 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 08/05/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PREPARE CONCRETE BRIDGE DECK SURFACE M2 6.0000 3,420.00 602.980 3,617.88 24 REMOVE CRASH CUSHION (SAND FILLED) EA 80.0000 1,920.00 24.000 1,920.00 25 BRIDGE REMOVAL (PORTION) LS 40,000.0000 40,000.00 1.000 40,000.00 26 ROADWAY EXCAVATION M3 35.0000 17,850.00 -360.000 -12,600.00 483.650 16,927.75 27 ROADWAY EXCAVATION (DETOUR REMOVAL) M3 35.0000 9,100.00 102.000 3,570.00 28 STRUCTURE EXCAVATION (BRIDGE) M3 55.0000 10,285.00 187.000 10,285.00 F) 29 STRUCTURE BACKFILL (BRIDGE) M3 145.0000 23,200.00 160.000 23,200.00 F) 30 IMPORTED MATERIAL (SHOULDER BACKING) TONN 60.0000 10,200.00 45.470 2,728.20 215.470 12,928.20 31 IMPORTED TOPSOIL M3 30.0000 3,600.00 89.110 2,673.30 89.110 2,673.30 32 GUARD RAILING WEED CONTROL MAT M 25.0000 1,750.00 22.500 562.50 61.300 1,532.50 S) 33 COMPOST (EROSION CONTROL) KG 3.5000 1,610.00 460.000 1,610.00 S) 34 PURE LIVE SEED (EROSION CONTROL) KG 275.0000 1,017.50 3.700 1,017.50 S) 35 CLASS 2 AGGREGATE BASE M3 45.0000 22,050.00 -317.660 -14,294.70 569.840 25,642.80 36 AGGREGATE BASE (APPROACH SLAB) M3 450.0000 900.00 2.400 1,080.00 37 ASPHALT CONCRETE (TYPE A, 19-MM TONN 60.0000 191,400.00 16.180 970.80 3,262.321 195,739.26 MAXIMUM GRADING) 38 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 15.0000 3,750.00 216.000 3,240.00 216.000 3,240.00 39 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 115,000.00 111.145 111,145.00 S) PILING 40 PRESTRESSING CAST-IN-PLACE CONCRETE LS 22,000.0000 22,000.00 1.000 22,000.00 S) 41 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,200.0000 15,600.00 13.000 15,600.00 F) 42 STRUCTURAL CONCRETE, BRIDGE M3 950.0000 419,900.00 442.000 419,900.00 F) 43 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 6,600.00 6.000 6,600.00 F) (TYPE EQ) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 17,600.00 17.110 18,821.00 (TYPE R) 45 DRILL AND BOND DOWEL M 55.0000 12,210.00 214.400 11,792.00 46 CORE AND BOND (EPOXY CARTRIDGE) EA 275.0000 6,600.00 32.000 8,800.00 47 CLEAN EXPANSION JOINT M 165.0000 7,095.00 39.030 6,439.95 48 FURNISH POLYESTER CONCRETE OVERLAY M3 1,800.0000 149,400.00 3.070 5,526.00 77.080 138,744.00 49 PLACE POLYESTER CONCRETE OVERLAY M2 10.0000 18,480.00 97.000 970.00 1,918.000 19,180.00 F) PROGRAM CAS145 PAGE 3 DATE 08/05/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293204 TIME 04:10 PM ESTIMATE NO. 20 BID OPENING 06/11/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/09/04 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 08/05/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CORE CONCRETE (51 MM - 100 MM) M 165.0000 17,820.00 134.100 22,126.50 S) 51 PTFE SPHERICAL BEARING EA 27,500.0000 27,500.00 1.000 27,500.00 S) 52 JOINT SEAL (MR 30 MM) M 220.0000 7,480.00 12.800 2,816.00 31.200 6,864.00 S) 53 JOINT SEAL (MR 15 MM) M 220.0000 14,960.00 5.640 1,240.80 30.660 6,745.20 S) 54 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 101,600.00 61,314.000 122,628.00 F) 55 FURNISH STRUCTURAL STEEL (BRIDGE) KG 3.0000 289,200.00 96,400.000 289,200.00 SF) 56 ERECT STRUCTURAL STEEL (BRIDGE) KG 1.0000 96,400.00 3,321.000 3,321.00 96,400.000 96,400.00 SF) 57 ROADSIDE SIGN - ONE POST EA 220.0000 220.00 1.000 220.00 1.000 220.00 58 CLEAN AND PAINT STRUCTURAL STEEL LS 55,000.0000 55,000.00 1.000 55,000.00 1.000 55,000.00 S) 59 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 4,400.0000 26,400.00 1.118 4,919.20 4.044 17,793.60 S) 60 WORK AREA MONITORING LS 8,000.0000 8,000.00 0.512 4,096.00 1.000 8,000.00 S) 61 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 220.0000 1,760.00 6.250 1,375.00 (1.63 MM THICK) 62 100 MM PLASTIC PIPE M 220.0000 2,200.00 10.610 2,334.20 (EDGE DRAIN OUTLET) 63 PERMEABLE MATERIAL (BRIDGE) M3 55.0000 550.00 6.790 373.45 10.000 550.00 SF) 64 MISCELLANEOUS METAL (BRIDGE) KG 5.5000 31,075.00 6,450.200 35,476.10 SF) 65 METAL BEAM GUARD RAILING M 110.0000 4,400.00 21.600 2,376.00 38.700 4,257.00 S) 66 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 2,300.00 2.000 4,600.00 S) 67 CRASH CUSHION (TYPE CAT) EA 5,500.0000 11,000.00 1.000 5,500.00 2.000 11,000.00 S) 68 CONCRETE BARRIER (TYPE 732) M 175.0000 29,050.00 12.700 2,222.50 166.000 29,050.00 F) 69 CONCRETE BARRIER (TYPE 732R) M 175.0000 28,175.00 161.000 28,175.00 F) 70 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,250.00 6,012.000 6,012.00 6,012.000 6,012.00 S) 71 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 380.00 290.000 580.00 290.000 580.00 S) 72 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 80.00 37.000 74.00 37.000 74.00 S) (BROKEN 5.18 M - 2.14 M) 73 PAINT TRAFFIC STRIPE (1-COAT) M 0.7500 1,582.50 2,558.000 1,918.50 2,558.000 1,918.50 S) 74 PAINT TRAFFIC STRIPE (2-COAT) M 0.8500 2,252.50 3,715.510 3,158.18 S) 75 PAINT PAVEMENT MARKING (2-COAT) M 44.0000 1,056.00 23.400 1,029.60 S) 76 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.7500 2,175.00 828.000 3,105.00 828.000 3,105.00 S) PROGRAM CAS145 PAGE 4 DATE 08/05/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293204 TIME 04:10 PM ESTIMATE NO. 20 BID OPENING 06/11/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/09/04 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 08/05/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.5000 2,860.00 440.000 2,860.00 582.000 3,783.00 S) PROGRAM CAS145 PAGE 5 DATE 08/05/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293204 TIME 04:10 PM ESTIMATE NO. 20 BID OPENING 06/11/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/09/04 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 08/05/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 91,021.55 2,246,765.47 ADJUSTMENT OF COMPENSATION 0.00 5,258.24 EXTRA WORK 32,796.14 159,787.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 123,817.69 2,411,811.60 78 MOBILIZATION LS 170,000.0000 170,000.00 1.000 170,000.00 ORIGINAL CONTRACT AMOUNT 2,396,373.50 TOTAL WORK COMPLETED 123,817.69 2,581,811.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -80,555.39 -499,055.39 TOTAL 43,262.30 2,082,756.21 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 07/25/02 220 09/16/02 08/09/02 07/09/04 291 19 71 0 100% 100% WRIGHT, GEOFFREY RESIDENT ENGINEER PROGRAM CAS145 DATE 08/05/04