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 08/22/03 EST. NO.09 TIME 05:54 AM R.E. NAME: JIM WILSON 06-343534 --------------------------------------------------------------------------- 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 0107 1,136.92 E.W. @ F.A.(+) 062603 N 062603 0108 1,102.50 062703 N 062703 0109 1,103.11 063003 N 063003 0110 1,277.66 070103 N 070103 0111 1,417.79 070203 N 070203 0112 634.29 070803 N 070803 0113 424.11 070903 N 070903 0114 1,128.46 071003 N 071003 0115 961.83 071103 N 071103 004 0009 618.40 E.W. @ F.A.(+) 012903 N 0129-3 006 0002-1 -2,848.72 E.W. @ F.A.(+) 020703 N 0002 0 DAO CORRECTING ENTRY 0002-2 2,991.16 020703 N 0002 0 DAO CORRECTING ENTRY 0003-1 -1,682.79 020403 N 0003 0 DAO CORRECTING ENTRY 0003-2 1,766.93 020403 N 0003 0 DAO CORRECTING ENTRY 0004-1 -1,040.45 020503 N 0004 0 DAO CORRECTING ENTRY 0004-2 1,092.47 020503 N 0004 0 DAO CORRECTING ENTRY 0005-1 -1,175.71 022103 N 0005 0 DAO CORRECTING ENTRY 0005-2 1,234.50 022103 N 0005 0 DAO CORRECTING ENTRY 0006-1 -2,610.01 122602 N 0006 0 DAO CORRECTING ENTRY 0006-2 2,740.51 122602 N 0006 0 DAO CORRECTING ENTRY 0007-1 -2,276.59 020603 N 0007 0 DAO CORRECTING ENTRY 0007-2 2,390.42 020603 N 0007 0 DAO CORRECTING ENTRY 0008-1 -1,355.21 022103 N 0008 0 DAO CORRECTING ENTRY 0008-2 1,422.97 022103 N 0008 0 DAO CORRECTING ENTRY 0009-1 -1,524.62 020303 N 10 0 DAO CORRECTING ENTRY 0009-2 1,600.85 020303 N 10 0 DAO CORRECTING ENTRY 0010-1 -2,480.53 122702 N 0010 0 DAO CORRECTING ENTRY 0010-2 2,604.56 122702 N 0010 0 DAO CORRECTING ENTRY 0011-1 -1,355.21 021803 N 0011 0 DAO CORRECTING ENTRY 0011-2 1,422.97 021803 N 0011 0 DAO CORRECTING ENTRY 0012-1 -3,859.58 012903 N 0012 0 DAO CORRECTING ENTRY 0012-2 4,052.56 012903 N 0012 0 DAO CORRECTING ENTRY 0013-1 -3,751.49 011303 N 0013 0 DAO CORRECTING ENTRY 0013-2 3,939.06 011303 N 0013 0 DAO CORRECTING ENTRY 0016 5,988.05 012803 N 0128-3 007 0001-1 -3,635.61 E.W. @ F.A.(+) 021903 N 13 0 DAO CORRECTING ENTRY 0001-2 3,817.39 021903 N 13 0 DAO CORRECTING ENTRY 0002-1 -4,965.13 022003 N 0002 0 DAO CORRECTING ENTRY 0002-2 5,213.39 022003 N 0002 0 DAO CORRECTING ENTRY 17,521.21 TOTAL THIS ESTIMATE 127,644.85 TOTAL PREVIOUS ESTIMATE 145,166.06 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 08/22/03 EST. NO.09 TIME 05:54 AM R.E. NAME: JIM WILSON 06-343534 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 04 MISSING PYRLS -10,000.00 05 MISS PYRL #4&5 RECD 20,000.00 07 MISS PYRL -10,000.00 08 MISS PYRL #8 RECD 10,000.00 09 10,000.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 089 -1,588.57 02 OVERBID ITEM NO. 089 -794.29 03 OVERBID ITEM NO. 089 -635.43 05 OVERBID ITEM NO. 089 -158.86 08 0.00 -3,177.15 TOTAL DEDUCTIONS 10,000.00 -3,177.15 PROGRAM CAS145 PAGE 1 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-343534 TIME 05:54 AM ESTIMATE NO. 09 BID OPENING 09/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: JIM WILSON DATE OF THIS ESTIMATE 08/22/03 LOCATION PROGRESS ESTIMATE 06-FRE-33-R62.5/69.5 ----------------- LEE'S PAVING INC. IN FRESNO COUNTY IN MENDOTA AND 1212 N. PLAZA DR. FIREBAUGH FROM 0.1 KM SOUTH OF VISALIA, CA 93291 BASS AVENUE TO 0.4 NORTH OF MAIN CANAL BRIDGE FED. AID NO. ACST-P033(58)E ,P-P033(58)E WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 RUBBERIZED ASPHALT CONCRETE (WARRANTY) TONN 80.0000 1,528,000.00 18,227.740 1,458,219.20 18,227.740 1,458,219.20 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.500 10,000.00 03 WARRANTY LS 500.0000 500.00 0.000 0.00 04 TEMPORARY QUADQUARD SYSTEM EA 12,000.0000 36,000.00 0.000 0.00 S) 05 PREPARE STORM WATER POLLUTION LS 6,000.0000 6,000.00 0.750 4,500.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 0.100 2,000.00 0.800 16,000.00 07 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.026 260.00 0.694 6,940.00 S) 08 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.104 41,600.00 0.777 310,800.00 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.1000 17,056.00 1,140.000 4,674.00 S) 10 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 1,200.00 0.000 0.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,000.00 10.000 400.00 S) 12 TEMPORARY PAVEMENT MARKER EA 10.0000 3,100.00 107.000 1,070.00 S) 13 TEMPORARY SIGNAL SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 44,000.0000 44,000.00 0.104 4,576.00 0.777 34,188.00 S) 15 TEMPORARY RAILING (TYPE K) M 50.0000 26,000.00 414.530 20,726.50 S) 16 TEMPORARY CRASH CUSHION MODULE EA 200.0000 8,800.00 66.000 13,200.00 S) 17 REMOVE METAL BEAM GUARD RAILING M 61.0000 5,856.00 120.000 7,320.00 18 REMOVE TRAFFIC STRIPE M 2.3000 5,842.00 889.000 2,044.70 19 REMOVE PAVEMENT MARKER EA 5.0000 400.00 26.000 130.00 20 REMOVE ASPHALT CONCRETE DIKE M 1.7800 9,825.60 553.000 984.34 21 REMOVE OVERSIDE DRAIN EA 100.0000 7,000.00 70.000 7,000.00 70.000 7,000.00 22 REMOVE PIPE M 63.0000 11,340.00 21.640 1,363.32 PROGRAM CAS145 PAGE 2 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-343534 TIME 05:54 AM ESTIMATE NO. 09 BID OPENING 09/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: JIM WILSON DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE HEADWALL EA 5,400.0000 16,200.00 3.000 16,200.00 24 REMOVE ASPHALT CONCRETE SURFACING M2 7.2000 3,636.00 505.000 3,636.00 25 REMOVE CONCRETE DECK SURFACE M2 77.0000 8,393.00 0.000 0.00 26 RESET ROADSIDE SIGN (ONE POST) EA 100.0000 200.00 0.000 0.00 27 RELOCATE ROADSIDE SIGN EA 100.0000 1,500.00 0.000 0.00 28 REMOVE SERVICE POLE EA 100.0000 100.00 0.000 0.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 6,800.00 651.000 2,604.00 1,531.000 6,124.00 S) 30 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 10,320.00 512.000 10,240.00 31 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000.00 32 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000.00 33 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 0.200 24,000.00 0.850 102,000.00 34 REMOVE TREE EA 5,000.0000 5,000.00 1.000 5,000.00 35 ROADWAY EXCAVATION M3 30.0000 341,700.00 118.200 3,546.00 11,280.400 338,412.00 36 STRUCTURE EXCAVATION (TYPE D) M3 300.0000 26,700.00 89.000 26,700.00 F) 37 STRUCTURE BACKFILL (BRIDGE) M3 300.0000 15,600.00 52.000 15,600.00 F) 38 IMPORTED BORROW M3 10.0000 95,000.00 849.530 8,495.30 8,075.000 80,750.00 39 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 10,375.00 0.000 0.00 S) 40 CLASS 2 AGGREGATE BASE M3 39.8000 573,120.00 3,539.510 140,872.50 14,265.200 567,754.96 41 ASPHALT CONCRETE (TYPE A) TONN 43.7500 638,750.00 5,656.480 247,471.00 16,587.720 725,712.75 42 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.6000 7,644.00 0.000 0.00 43 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.6000 520.00 0.000 0.00 44 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 94.00 67.200 67.20 75.200 75.20 45 REPLACE CONCRETE PAVEMENT M3 840.0000 21,000.00 0.000 0.00 (EQUIPMENT CROSSING) 46 750 MM C-I-D-H CONCRETE PILING M 1,605.0000 121,980.00 76.000 121,980.00 S) (CORROSIVE) 47 FURNISH PILING (CLASS 625C) M 80.0000 20,240.00 252.750 20,220.00 S) 48 DRIVE PILE (CLASS 625C) EA 3,850.0000 53,900.00 14.000 53,900.00 S) 49 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 638.0000 3,828.00 6.000 3,828.00 F) PROGRAM CAS145 PAGE 3 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-343534 TIME 05:54 AM ESTIMATE NO. 09 BID OPENING 09/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: JIM WILSON DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURAL CONCRETE, BRIDGE M3 1,634.0000 130,720.00 86.670 141,618.78 F) 51 CLASS 1 CONCRETE (BOX CULVERT) M3 2,476.0000 12,875.20 10.020 24,809.52 52 MINOR CONCRETE (MINOR STRUCTURE) M3 1,116.0000 18,079.20 14.800 16,516.80 F) 53 DRILL AND BOND DOWEL M 42.0000 11,046.00 122.910 5,162.22 54 CLEAN EXPANSION JOINT M 165.0000 2,310.00 0.000 0.00 55 FURNISH PORTLAND CEMENT CONCRETE M3 270.0000 3,780.00 0.000 0.00 OVERLAY 56 PLACE PORTLAND CEMENT CONCRETE OVERLAY M2 105.0000 12,705.00 0.000 0.00 F) 57 FURNISH POLYESTER CONCRETE OVERLAY M3 1,800.0000 23,400.00 24.800 44,640.00 58 PLACE POLYESTER CONCRETE OVERLAY M2 79.0000 39,342.00 14.000 1,106.00 512.000 40,448.00 F) 59 JOINT SEAL (MR 15 MM) (SILICON ONLY) M 200.0000 3,400.00 0.000 0.00 S) 60 BAR REINFORCING STEEL (BRIDGE) KG 1.4500 34,043.10 24,705.900 35,823.56 SF) 61 BAR REINFORCING STEEL (BOX CULVERT) KG 3.5000 1,715.00 900.000 3,150.00 62 BAR REINFORCING STEEL (EPOXY COATED) KG 1.9500 255.45 131.000 255.45 SF)(BRIDGE) 63 STRUCTURAL STEEL (BRIDGE) KG 10.0000 10,300.00 147.000 1,470.00 1,177.000 11,770.00 SF) 64 600 MM ALTERNATIVE PIPE CULVERT M 265.0000 82,150.00 305.450 80,944.25 65 750 MM ALTERNATIVE PIPE CULVERT M 250.0000 5,250.00 20.600 5,150.00 66 900 MM ALTERNATIVE PIPE CULVERT M 280.0000 5,880.00 20.400 5,712.00 67 1050 MM ALTERNATIVE PIPE CULVERT M 375.0000 16,875.00 44.610 16,728.75 68 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 3,600.00 6.000 3,600.00 69 750 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 70 900 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 1,200.00 1.000 1,200.00 71 900 MM WELDED STEEL PIPE (12.7 MM THICK) M 495.0000 10,395.00 21.420 10,602.90 72 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 294.0000 7,644.00 26.660 7,838.04 73 MISCELLANEOUS METAL (BRIDGE) KG 25.0000 500.00 20.000 500.00 SF) 74 DELINEATOR (CLASS 1) EA 30.0000 630.00 0.000 0.00 75 OBJECT MARKER (TYPE P) EA 40.0000 240.00 11.000 440.00 76 QUADGUARD SYSTEM EA 16,000.0000 80,000.00 5.000 80,000.00 S) PROGRAM CAS145 PAGE 4 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-343534 TIME 05:54 AM ESTIMATE NO. 09 BID OPENING 09/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: JIM WILSON DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 12,750.00 144.800 12,308.00 S) 78 CONCRETE BARRIER (TYPE 25 MODIFIED I) M 312.0000 15,288.00 49.000 15,288.00 F) 79 CONCRETE BARRIER (TYPE 25 MODIFIED II) M 414.0000 4,554.00 11.000 4,554.00 F) 80 CONCRETE BARRIER (TYPE 25R-I) M 342.0000 14,364.00 42.000 14,364.00 F) 81 CONCRETE BARRIER (TYPE 25R-II) M 518.0000 5,698.00 11.000 5,698.00 F) 82 TERMINAL SECTION (TYPE B) EA 80.0000 880.00 11.000 880.00 S) 83 TERMINAL SYSTEM (TYPE SRT) EA 1,950.0000 21,450.00 11.000 21,450.00 S) 84 THERMOPLASTIC PAVEMENT MARKING M2 55.0000 3,630.00 0.000 0.00 S) 85 THERMOPLASTIC TRAFFIC STRIPE M 0.9000 33,390.00 0.000 0.00 S) (SPRAYABLE) 86 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 6,250.00 0.000 0.00 S) 87 LIGHTING LS 30,000.0000 30,000.00 0.000 0.00 S) 88 TRAFFIC MONITORING STATION LS 11,000.0000 11,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-343534 TIME 05:54 AM ESTIMATE NO. 09 BID OPENING 09/04/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: JIM WILSON DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,943,287.20 4,650,145.24 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 17,521.21 145,166.06 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,960,808.41 4,795,311.30 89 MOBILIZATION LS 562,764.4500 562,764.45 1.000 562,764.45 ORIGINAL CONTRACT AMOUNT 5,595,873.00 TOTAL WORK COMPLETED 1,960,808.41 5,358,075.75 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -3,177.15 TOTAL 1,970,808.41 5,354,898.60 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 089 MOBILIZATION 559,587.30 562,764.45 3,177.15 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 10/18/02 220 12/02/02 12/02/02 11/10/03 178 20 -5 18 92% 74% PROGRESS IS SATISFACTORY JIM WILSON RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 08/22/03