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 07/23/03 EST. NO.14 TIME 06:11 AM R.E. NAME: SHAEFFER, MARGARET 06-402904 --------------------------------------------------------------------------- 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 0006 1,613.68 E.W. @ F.A.(+) 060703 Y 30 0 0007 533.99 060303 Y 29 0 0008 801.00 060203 Y 28 0 2,948.67 TOTAL THIS ESTIMATE 79,997.76 TOTAL PREVIOUS ESTIMATE 82,946.43 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 07/23/03 EST. NO.14 TIME 06:11 AM R.E. NAME: SHAEFFER, MARGARET 06-402904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 08 MISS PYRL #8 RECD 10,000.00 11 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-402904 TIME 06:11 AM ESTIMATE NO. 14 BID OPENING 04/30/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: SHAEFFER, MARGARET DATE OF THIS ESTIMATE 07/23/03 LOCATION PROGRESS ESTIMATE 06-MAD-145-R0.0/ .0 ----------------- W. JAXON BAKER & SHASTA INC. IN FRESNO AND MADERA COUNTIES ABOUT P.O. BOX 94248 9 KM NORTH OF KERMAN FROM 0.1 KM REDDING, CA 96099-4248 NORTH OF BARSTOW AVENUE TO 0.7 KM NORTH OF AVENUE 5 FED. AID NO. ACST-P145(22)E ,P-P145(22)E ,ACBR-P145(22)E REPLACE BRIDGE SCOUR ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.500 2,500.00 02 TIME-RELATED OVERHEAD WDAY 500.0000 125,000.00 84.000 42,000.00 03 TEMPORARY FENCE (TYPE ESA) M 7.0000 2,380.00 262.000 1,834.00 S) 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.540 5,400.00 06 TEMPORARY FIBER ROLL M 14.0000 14,000.00 763.000 10,682.00 S) 07 TEMPORARY SILT FENCE M 7.0000 28,000.00 2,835.000 19,845.00 S) 08 TEMPORARY STRAW BALE EA 30.0000 2,700.00 0.000 0.00 S) 09 CONSTRUCTION AREA SIGNS LS 4,500.0000 4,500.00 0.680 3,060.00 S) 10 TRAFFIC CONTROL SYSTEM LS 143,200.0000 143,200.00 0.460 65,872.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 41,000.0000 41,000.00 0.460 18,860.00 S) 12 TEMPORARY RAILING (TYPE K) M 55.0000 44,550.00 808.000 44,440.00 13 TEMPORARY CRASH CUSHION MODULE EA 300.0000 8,400.00 26.000 7,800.00 14 OBLITERATE SURFACING M2 2.0000 26,000.00 0.000 0.00 15 REMOVE FENCE (TYPE BW) M 5.0000 2,050.00 378.000 1,890.00 S) 16 REMOVE ROADSIDE SIGN EA 125.0000 250.00 0.000 0.00 17 REMOVE DRAINAGE FACILITIES EA 1,500.0000 4,500.00 2.000 3,000.00 18 SALVAGE METAL BEAM GUARD RAILING M 81.0000 6,156.00 38.000 3,078.00 S) 19 RELOCATE MAILBOX EA 300.0000 600.00 0.000 0.00 20 RELOCATE ROADSIDE SIGN EA 175.0000 3,675.00 0.000 0.00 21 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.0000 9,600.00 0.000 0.00 S) 22 BRIDGE REMOVAL LS 50,000.0000 50,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-402904 TIME 06:11 AM ESTIMATE NO. 14 BID OPENING 04/30/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: SHAEFFER, MARGARET DATE OF THIS ESTIMATE 07/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.700 14,000.00 24 ROADWAY EXCAVATION M3 8.0000 221,600.00 18,013.000 144,104.00 25 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 18,500.00 370.030 18,501.50 F) 26 STRUCTURE EXCAVATION (TYPE A) M3 400.0000 620,000.00 1,550.000 620,000.00 F) 27 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 21,000.00 78.750 7,875.00 F) 28 IMPORTED BORROW M3 9.0000 297,000.00 29,701.000 267,309.00 29 HIGHWAY PLANTING LS 47,000.0000 47,000.00 0.000 0.00 S) 30 STRAW (EROSION CONTROL) TONN 305.0000 8,540.00 9.000 2,745.00 S) 31 FIBER (EROSION CONTROL) KG 0.6400 2,406.40 450.000 288.00 S) 32 COMPOST (EROSION CONTROL) KG 0.5400 6,804.00 3,000.000 1,620.00 S) 33 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 1,800.00 1.000 300.00 S) 34 SEED (EROSION CONTROL) KG 50.0000 9,000.00 42.000 2,100.00 S) 35 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 9.0000 8,550.00 225.000 2,025.00 S) 36 STABILIZING EMULSION (EROSION CONTROL) KG 2.6700 2,269.50 250.000 667.50 S) 37 PLANT ESTABLISHMENT WORK LS 16,000.0000 16,000.00 0.000 0.00 S) 38 CLASS 2 AGGREGATE BASE M3 55.0000 160,050.00 2,037.000 112,035.00 39 ASPHALT CONCRETE TONN 40.0000 440,000.00 1,686.390 67,455.60 40 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.0000 1,360.00 0.000 0.00 41 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.0000 160.00 0.000 0.00 42 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.0000 5,620.00 0.000 0.00 43 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 93.00 0.000 0.00 44 FURNISH PILING (CLASS 625) (ALT "W") M 81.0000 64,395.00 793.990 64,313.19 45 DRIVE PILE (CLASS 625) (ALT "W") EA 1,500.0000 48,000.00 32.000 48,000.00 S) 46 FURNISH PILING (CLASS 900) (ALT "W") M 81.0000 159,570.00 1,970.210 159,587.01 47 DRIVE PILE (CLASS 900) (ALT "W") EA 1,500.0000 144,000.00 96.000 144,000.00 S) 48 PRESTRESSING CAST-IN-PLACE CONCRETE LS 75,000.0000 75,000.00 0.000 0.00 S) 49 SEAL COURSE CONCRETE M3 360.0000 57,600.00 131.661 47,397.96 PROGRAM CAS145 PAGE 3 DATE 07/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-402904 TIME 06:11 AM ESTIMATE NO. 14 BID OPENING 04/30/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: SHAEFFER, MARGARET DATE OF THIS ESTIMATE 07/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 460.0000 78,200.00 170.000 78,200.00 F) 51 STRUCTURAL CONCRETE, BRIDGE M3 460.0000 933,800.00 337.490 155,245.40 F) 52 STRUCTURAL CONCRETE, APPROACH SLAB M3 460.0000 34,960.00 0.000 0.00 F) (TYPE N) 53 MINOR CONCRETE (MINOR STRUCTURE) M2 2,000.0000 42,000.00 2.993 5,986.00 F) 54 BAT HABITAT EA 1,850.0000 1,850.00 0.000 0.00 55 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,450.0000 36,250.00 0.000 0.00 S) 56 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 263,000.00 62,589.000 62,589.00 SF) 57 ROADSIDE SIGN - ONE POST EA 300.0000 600.00 0.000 0.00 58 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 110.0000 14,080.00 64.800 7,128.00 59 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 110.0000 24,750.00 136.600 15,026.00 60 600 MM CORRUGATED STEEL PIPE M 110.0000 9,130.00 0.000 0.00 (2.77 MM THICK) 61 900 MM CORRUGATED STEEL PIPE INLET M 1,000.0000 2,900.00 1.400 1,400.00 (2.77 MM THICK) 62 450 MM ALTERNATIVE FLARED END SECTION EA 100.0000 1,300.00 2.000 200.00 63 600 MM ALTERNATIVE FLARED END SECTION EA 200.0000 400.00 0.000 0.00 64 ROCK SLOPE PROTECTION M3 100.0000 5,000.00 0.000 0.00 (FACING, METHOD B) 65 ROCK SLOPE PROTECTION (1T, METHOD B) M3 95.0000 57,950.00 0.000 0.00 66 ROCK SLOPE PROTECTION FABRIC M2 1.0000 370.00 0.000 0.00 67 FRAME AND GRATE EA 500.0000 11,000.00 0.000 0.00 SF) 68 INLET GRATE EA 300.0000 600.00 0.000 0.00 SF) 69 MISCELLANEOUS METAL (BRIDGE) KG 7.0000 21,700.00 0.000 0.00 SF) 70 CHAIN LINK FENCE (TYPE CL-2.4) M 36.0000 29,880.00 0.000 0.00 S) 71 3.0 M CHAIN LINK GATE (TYPE CL-2.4) EA 1,000.0000 4,000.00 0.000 0.00 S) 72 SURVEY MONUMENT EA 650.0000 6,500.00 0.000 0.00 73 DELINEATOR (CLASS 1) EA 40.0000 960.00 0.000 0.00 74 MILEPOST MARKER EA 40.0000 320.00 0.000 0.00 75 OBJECT MARKER (TYPE P) EA 40.0000 240.00 0.000 0.00 76 METAL BEAM GUARD RAILING (WOOD POST) M 115.0000 3,565.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 07/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-402904 TIME 06:11 AM ESTIMATE NO. 14 BID OPENING 04/30/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: SHAEFFER, MARGARET DATE OF THIS ESTIMATE 07/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TERMINAL SECTION (TYPE B) EA 100.0000 200.00 0.000 0.00 S) 78 END SECTION EA 100.0000 200.00 0.000 0.00 S) 79 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 8,800.00 0.000 0.00 S) 80 CONCRETE BARRIER (TYPE 732) M 125.0000 54,625.00 0.000 0.00 F) 81 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 1,050.00 0.000 0.00 S) 82 THERMOPLASTIC TRAFFIC STRIPE M 0.9000 6,417.00 0.000 0.00 S) (SPRAYABLE) 83 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,240.00 0.000 0.00 84 ROADSIDE WEATHER INFORMATION SYSTEM LS 62,000.0000 62,000.00 0.569 35,278.00 0.794 49,228.00 S) PROGRAM CAS145 PAGE 5 DATE 07/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-402904 TIME 06:11 AM ESTIMATE NO. 14 BID OPENING 04/30/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: SHAEFFER, MARGARET DATE OF THIS ESTIMATE 07/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 35,278.00 2,334,587.16 ADJUSTMENT OF COMPENSATION 0.00 42,709.98 EXTRA WORK 2,948.67 40,236.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 38,226.67 2,417,533.59 85 MOBILIZATION LS 512,000.0000 512,000.00 0.950 486,400.00 ORIGINAL CONTRACT AMOUNT 5,224,715.90 TOTAL WORK COMPLETED 38,226.67 2,903,933.59 MATERIALS ON HAND ON SITE 17,297.49 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 38,226.67 2,921,231.08 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 06/21/02 500 07/05/02 07/08/02 07/13/04 252 0 0 5 54% 99% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H SHAEFFER, MARGARET RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 07/23/03