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 06/17/05 EST. NO.06 TIME 01:07 PM R.E. NAME: PASCAL, TONY 02-387604 --------------------------------------------------------------------------- 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 0002 691.47 E.W. @ U.P (+) 053105 N 001 0 006 0006 170.59 E.W. @ F.A.(+) 041205 N 006 0 0008 1,486.34 051005 N 008 0 0009 45.77 050205 N 009 0 0010 138.00 051005 N 010 0 0011 1,794.00 051205 N 011 0 0012 142.49 042905 N 012 0 0013 3.07 052305 N 013 0 0014 759.95 052405 N 024 0 0016 759.95 052305 N 015 0 0019 4,373.75 051105 N 019 0 012 0001 304.29 A.C. @ F.A.(+) 040605 N 001 0 10,669.67 TOTAL THIS ESTIMATE 44,061.48 TOTAL PREVIOUS ESTIMATE 54,731.15 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 06/17/05 EST. NO.06 TIME 01:07 PM R.E. NAME: PASCAL, TONY 02-387604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 06/05 -2,000.00 06 -2,000.00 -2,000.00 TOTAL DEDUCTIONS -2,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 06/17/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387604 TIME 01:07 PM ESTIMATE NO. 06 BID OPENING 07/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: PASCAL, TONY DATE OF THIS ESTIMATE 06/17/05 LOCATION RERUN PROGRESS ESTIMATE 02-SIS-5-R16.0/R20.6 ----------------------- J F SHEA CO INC IN SISKIYOU COUNTY AT VARIOUS P O BOX 494519 LOCATIONS REDDING CA 960494519 FED. AID NO. ACIM-005 -9(161)E ASPHALT CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.250 2,500.00 0.250 2,500.00 02 TIME-RELATED OVERHEAD WDAY 500.0000 75,000.00 18.000 9,000.00 33.000 16,500.00 03 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 6,000.0000 6,000.00 0.040 240.00 0.110 660.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,200.0000 6,000.00 2.470 2,964.00 3.000 3,600.00 06 PORTABLE RADAR TRAILER LS 23,000.0000 23,000.00 0.120 2,760.00 0.220 5,060.00 07 CONSTRUCTION AREA SIGNS LS 25,300.0000 25,300.00 0.530 13,409.00 08 TRAFFIC CONTROL SYSTEM LS 230,000.0000 230,000.00 0.120 27,600.00 0.220 50,600.00 S) 09 TRAFFIC CONTROL SURVEILLANCE LS 33,400.0000 33,400.00 0.000 0.00 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.3000 111,800.00 4,981.000 21,418.30 4,981.000 21,418.30 S) 11 TEMPORARY PAVEMENT MARKING (TAPE) M2 69.3000 29,106.00 42.900 2,972.97 42.900 2,972.97 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 56.1000 35,343.00 141.000 7,910.10 141.000 7,910.10 S) 13 CHANNELIZER EA 74.0000 7,400.00 0.000 0.00 S) 14 FLASHING BEACON (PORTABLE) EA 6,000.0000 84,000.00 6.000 36,000.00 6.000 36,000.00 15 TEMPORARY PAVEMENT MARKER EA 9.0000 9,450.00 150.000 1,350.00 150.000 1,350.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 55,440.0000 55,440.00 0.120 6,652.80 0.220 12,196.80 17 TEMPORARY RAILING (TYPE K) M 38.0000 135,660.00 714.000 27,132.00 714.000 27,132.00 18 TEMPORARY CRASH CUSHION MODULE EA 142.0000 44,020.00 28.000 3,976.00 28.000 3,976.00 S) 19 REMOVE METAL BEAM GUARD RAILING M 17.6000 15,840.00 0.000 0.00 S) 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.5000 94,050.00 1,265.000 6,957.50 1,265.000 6,957.50 S) STRIPE 21 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.2000 51,040.00 1,323.420 2,911.52 1,323.420 2,911.52 S) 22 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 93.5000 12,155.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 06/17/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387604 TIME 01:07 PM ESTIMATE NO. 06 BID OPENING 07/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: PASCAL, TONY DATE OF THIS ESTIMATE 06/17/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 3.3000 9,471.00 205.000 676.50 205.000 676.50 S) 24 REMOVE ROADSIDE SIGN (WOOD POST) EA 275.0000 1,925.00 0.000 0.00 25 REMOVE ROADSIDE SIGN PANEL EA 550.0000 550.00 0.000 0.00 26 REMOVE INLET EA 450.0000 900.00 0.000 0.00 27 REMOVE ASPHALT CONCRETE SURFACING M2 31.0000 128,805.00 4,155.000 128,805.00 4,155.000 128,805.00 28 ADJUST INLET EA 1,200.0000 24,000.00 12.000 14,400.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 80,500.00 0.000 0.00 S) 30 PREPARE CONCRETE BRIDGE DECK SURFACE M2 4.4000 18,282.00 0.000 0.00 31 ROADWAY EXCAVATION M3 43.0000 87,720.00 540.010 23,220.43 908.410 39,061.63 32 LEAD COMPLIANCE PLAN LS 1,800.0000 1,800.00 0.750 1,350.00 33 IMPORTED MATERIAL (SHOULDER BACKING) TONN 27.0000 153,900.00 11.000 297.00 11.000 297.00 34 EROSION CONTROL (MULCH) M3 28.0000 5,600.00 0.000 0.00 S) 35 CLASS 2 AGGREGATE BASE M3 132.0000 77,880.00 140.650 18,565.80 348.250 45,969.00 36 AGGREGATE BASE (APPROACH SLAB) M3 380.0000 22,800.00 16.000 6,080.00 16.000 6,080.00 37 REPLACE ASPHALT CONCRETE SURFACING M3 428.0000 107,000.00 247.510 105,934.28 38 ASPHALT CONCRETE (TYPE A) TONN 87.0000 68,730.00 290.060 25,235.22 290.060 25,235.22 39 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 81.0000 2,008,800.00 0.000 0.00 40 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 3.4500 34,293.00 0.000 0.00 AREA) 41 SHOULDER RUMBLE STRIP STA 104.5000 27,170.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 42 CONCRETE PAVEMENT M3 616.0000 819,280.00 409.210 252,073.36 409.210 252,073.36 43 SEAL PAVEMENT JOINT M 110.0000 123,200.00 0.000 0.00 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 660,000.00 182.700 200,970.00 182.700 200,970.00 (TYPE R) 45 MINOR CONCRETE (MINOR STRUCTURE) M3 3,400.0000 6,800.00 2.000 6,800.00 F) 46 PAVING NOTCH EXTENSION M3 2,750.0000 46,750.00 4.880 13,420.00 4.880 13,420.00 47 FURNISH POLYESTER CONCRETE OVERLAY M3 1,900.0000 237,500.00 17.550 33,345.00 17.550 33,345.00 48 PLACE POLYESTER CONCRETE OVERLAY M2 44.0000 182,820.00 850.700 37,430.80 850.700 37,430.80 F) 49 JOINT SEAL (MR 30 MM) M 138.0000 21,942.00 42.750 5,899.50 42.750 5,899.50 S) PROGRAM CAS145 PAGE 3 DATE 06/17/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387604 TIME 01:07 PM ESTIMATE NO. 06 BID OPENING 07/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: PASCAL, TONY DATE OF THIS ESTIMATE 06/17/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 JOINT SEAL (MR 15 MM) M 110.0000 9,020.00 0.000 0.00 S) 51 ROADSIDE SIGN - TWO POST EA 550.0000 2,200.00 0.000 0.00 52 INSTALL ROADSIDE SIGN PANEL ON EA 550.0000 550.00 0.000 0.00 EXISTING POST 53 INSTALL ROADSIDE SIGN EA 2,800.0000 8,400.00 0.000 0.00 (LAMINATED WOOD BOX POST) 54 600 MM CORRUGATED PLASTIC PIPE M 300.0000 600.00 0.000 0.00 55 MINOR CONCRETE (MISCELLANEOUS M3 1,650.0000 1,980.00 1.200 1,980.00 1.200 1,980.00 CONSTRUCTION) 56 MISCELLANEOUS IRON AND STEEL KG 3.0000 648.00 0.000 0.00 F) 57 OBJECT MARKER (TYPE P) EA 55.0000 1,210.00 4.000 220.00 4.000 220.00 58 METAL BEAM GUARD RAILING M 97.0000 87,300.00 0.000 0.00 S) 59 TERMINAL SECTION (TYPE B) EA 110.0000 2,970.00 0.000 0.00 S) 60 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 22,000.00 0.000 0.00 S) 61 TERMINAL SYSTEM (TYPE CAT) EA 6,600.0000 59,400.00 0.000 0.00 S) 62 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 660.0000 7,920.00 0.000 0.00 S) 63 THERMOPLASTIC PAVEMENT MARKING M2 64.0000 8,320.00 0.000 0.00 S) 64 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 32,040.00 0.000 0.00 S) (SPRAYABLE) 65 PAVEMENT MARKER (TYPE A) EA 44.0000 2,728.00 0.000 0.00 66 PAVEMENT MARKER EA 9.0000 25,830.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) 67 TRAFFIC MONITORING STATION LS 26,400.0000 26,400.00 0.000 0.00 S) 68 CLOSED CIRCUIT TELEVISION SYSTEM LS 44,000.0000 44,000.00 0.400 17,600.00 0.938 41,272.00 S) 69 MODIFY LIGHTING LS 6,600.0000 6,600.00 1.000 6,600.00 1.000 6,600.00 S) PROGRAM CAS145 PAGE 4 DATE 06/17/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387604 TIME 01:07 PM ESTIMATE NO. 06 BID OPENING 07/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: PASCAL, TONY DATE OF THIS ESTIMATE 06/17/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 934,763.80 1,190,473.48 ADJUSTMENT OF COMPENSATION 304.29 304.29 EXTRA WORK 10,365.38 54,426.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 945,433.47 1,245,204.63 70 MOBILIZATION LS 241,000.0000 241,000.00 0.450 108,450.00 0.950 228,950.00 ORIGINAL CONTRACT AMOUNT 6,653,538.00 TOTAL WORK COMPLETED 1,053,883.47 1,474,154.63 MATERIALS ON HAND ON SITE 67,273.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -2,000.00 TOTAL 1,051,883.47 1,539,427.63 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 08/31/04 150 10/14/04 09/15/04 12/01/05 33 159 -6 0 22% 23% PROGRESS IS SATISFACTORY PASCAL, TONY RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/05