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 06/19/03 EST. NO.07 TIME 06:42 AM R.E. NAME: KEN J ROMERO 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 --------------------------------------------------------------------------- *** 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 06/19/03 EST. NO.07 TIME 06:42 AM R.E. NAME: KEN J ROMERO 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 20,000.00 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 0.00 -3,018.29 TOTAL DEDUCTIONS 20,000.00 -3,018.29 PROGRAM CAS145 PAGE 1 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-343534 TIME 06:42 AM ESTIMATE NO. 07 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 06/20/03 R.E. NAME: KEN J ROMERO DATE OF THIS ESTIMATE 06/19/03 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 RUBBERIZED ASPHALT CONCRETE (WARRANTY) TONN 80.0000 1,528,000.00 0.000 0.0 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.250 5,000.0 003 WARRANTY LS 500.0000 500.00 0.000 0.0 004 TEMPORARY QUADQUARD SYSTEM EA 12,000.0000 36,000.00 0.000 0.0 (S) 005 PREPARE STORM WATER POLLUTION LS 6,000.0000 6,000.00 0.750 4,500.0 PREVENTION PLAN 006 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 0.700 14,000.0 007 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.025 250.00 0.647 6,470.0 (S) 008 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.100 40,000.00 0.586 234,400.0 (S) 009 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.1000 17,056.00 1,140.000 4,674.0 (S) 010 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 1,200.00 0.000 0.0 (S) 011 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,000.00 10.000 400.0 (S) 012 TEMPORARY PAVEMENT MARKER EA 10.0000 3,100.00 107.000 1,070.0 (S) 013 TEMPORARY SIGNAL SYSTEM LS 50,000.0000 50,000.00 0.000 0.0 (S) 014 PORTABLE CHANGEABLE MESSAGE SIGN LS 44,000.0000 44,000.00 0.100 4,400.00 0.586 25,784.0 (S) 015 TEMPORARY RAILING (TYPE K) M 50.0000 26,000.00 414.530 20,726.5 (S) 016 TEMPORARY CRASH CUSHION MODULE EA 200.0000 8,800.00 66.000 13,200.0 (S) 017 REMOVE METAL BEAM GUARD RAILING M 61.0000 5,856.00 80.000 4,880.00 96.000 5,856.0 018 REMOVE TRAFFIC STRIPE M 2.3000 5,842.00 889.000 2,044.7 019 REMOVE PAVEMENT MARKER EA 5.0000 400.00 26.000 130.0 020 REMOVE ASPHALT CONCRETE DIKE M 1.7800 9,825.60 553.000 984.3 021 REMOVE OVERSIDE DRAIN EA 100.0000 7,000.00 0.000 0.0 022 REMOVE PIPE M 63.0000 11,340.00 21.640 1,363.3 PROGRAM CAS145 PAGE 2 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-343534 TIME 06:42 AM ESTIMATE NO. 07 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 06/20/03 R.E. NAME: KEN J ROMERO DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE HEADWALL EA 5,400.0000 16,200.00 3.000 16,200.0 024 REMOVE ASPHALT CONCRETE SURFACING M2 7.2000 3,636.00 0.000 0.0 025 REMOVE CONCRETE DECK SURFACE M2 77.0000 8,393.00 0.000 0.0 026 RESET ROADSIDE SIGN (ONE POST) EA 100.0000 200.00 0.000 0.0 027 RELOCATE ROADSIDE SIGN EA 100.0000 1,500.00 0.000 0.0 028 REMOVE SERVICE POLE EA 100.0000 100.00 0.000 0.0 029 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 6,800.00 0.000 0.0 (S) 030 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 10,320.00 0.000 0.0 031 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000.0 032 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000.0 033 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 0.550 66,000.0 034 REMOVE TREE EA 5,000.0000 5,000.00 1.000 5,000.0 035 ROADWAY EXCAVATION M3 30.0000 341,700.00 10,820.500 324,615.0 036 STRUCTURE EXCAVATION (TYPE D) M3 300.0000 26,700.00 55.000 16,500.0 (F) 037 STRUCTURE BACKFILL (BRIDGE) M3 300.0000 15,600.00 7.000 2,100.00 52.000 15,600.0 (F) 038 IMPORTED BORROW M3 10.0000 95,000.00 7,225.470 72,254.7 039 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 10,375.00 0.000 0.0 (S) 040 CLASS 2 AGGREGATE BASE M3 39.8000 573,120.00 6,850.590 272,653.48 9,209.470 366,536.9 041 ASPHALT CONCRETE (TYPE A) TONN 43.7500 638,750.00 798.880 34,951.00 1,978.470 86,558.0 042 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.6000 7,644.00 0.000 0.0 043 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.6000 520.00 0.000 0.0 044 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 94.00 0.000 0.0 045 REPLACE CONCRETE PAVEMENT M3 840.0000 21,000.00 0.000 0.0 (EQUIPMENT CROSSING) 046 750 MM C-I-D-H CONCRETE PILING M 1,605.0000 121,980.00 76.000 121,980.0 (S) (CORROSIVE) 047 FURNISH PILING (CLASS 625C) M 80.0000 20,240.00 252.750 20,220.0 (S) 048 DRIVE PILE (CLASS 625C) EA 3,850.0000 53,900.00 14.000 53,900.0 (S) 049 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 638.0000 3,828.00 6.000 3,828.0 (F) PROGRAM CAS145 PAGE 3 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-343534 TIME 06:42 AM ESTIMATE NO. 07 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 06/20/03 R.E. NAME: KEN J ROMERO DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, BRIDGE M3 1,634.0000 130,720.00 86.670 141,618.7 (F) 051 CLASS 1 CONCRETE (BOX CULVERT) M3 2,476.0000 12,875.20 10.020 24,809.5 052 MINOR CONCRETE (MINOR STRUCTURE) M3 1,116.0000 18,079.20 14.800 16,516.8 (F) 053 DRILL AND BOND DOWEL M 42.0000 11,046.00 122.910 5,162.2 054 CLEAN EXPANSION JOINT M 165.0000 2,310.00 0.000 0.0 055 FURNISH PORTLAND CEMENT CONCRETE M3 270.0000 3,780.00 0.000 0.0 OVERLAY 056 PLACE PORTLAND CEMENT CONCRETE OVERLAY M2 105.0000 12,705.00 0.000 0.0 (F) 057 FURNISH POLYESTER CONCRETE OVERLAY M3 1,800.0000 23,400.00 16.250 29,250.00 16.250 29,250.0 058 PLACE POLYESTER CONCRETE OVERLAY M2 79.0000 39,342.00 498.000 39,342.00 498.000 39,342.0 (F) 059 JOINT SEAL (MR 15 MM) (SILICON ONLY) M 200.0000 3,400.00 0.000 0.0 (S) 060 BAR REINFORCING STEEL (BRIDGE) KG 1.4500 34,043.10 24,705.900 35,823.5 (SF) 061 BAR REINFORCING STEEL (BOX CULVERT) KG 3.5000 1,715.00 900.000 3,150.0 062 BAR REINFORCING STEEL (EPOXY COATED) KG 1.9500 255.45 131.000 255.4 (SF)(BRIDGE) 063 STRUCTURAL STEEL (BRIDGE) KG 10.0000 10,300.00 1,030.000 10,300.0 (SF) 064 600 MM ALTERNATIVE PIPE CULVERT M 265.0000 82,150.00 305.450 80,944.2 065 750 MM ALTERNATIVE PIPE CULVERT M 250.0000 5,250.00 20.600 5,150.0 066 900 MM ALTERNATIVE PIPE CULVERT M 280.0000 5,880.00 20.400 5,712.0 067 1050 MM ALTERNATIVE PIPE CULVERT M 375.0000 16,875.00 44.610 16,728.7 068 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 3,600.00 6.000 3,600.0 069 750 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.0 070 900 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 1,200.00 1.000 1,200.0 071 900 MM WELDED STEEL PIPE (12.7 MM THICK) M 495.0000 10,395.00 21.420 10,602.9 072 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 294.0000 7,644.00 26.660 7,838.0 073 MISCELLANEOUS METAL (BRIDGE) KG 25.0000 500.00 20.000 500.0 (SF) 074 DELINEATOR (CLASS 1) EA 30.0000 630.00 0.000 0.0 075 OBJECT MARKER (TYPE P) EA 40.0000 240.00 5.000 200.00 11.000 440.0 076 QUADGUARD SYSTEM EA 16,000.0000 80,000.00 5.000 80,000.00 5.000 80,000.0 (S) PROGRAM CAS145 PAGE 4 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-343534 TIME 06:42 AM ESTIMATE NO. 07 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 06/20/03 R.E. NAME: KEN J ROMERO DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 12,750.00 136.800 11,628.00 136.800 11,628.0 (S) 078 CONCRETE BARRIER (TYPE 25 MODIFIED I) M 312.0000 15,288.00 39.200 12,230.40 49.000 15,288.0 (F) 079 CONCRETE BARRIER (TYPE 25 MODIFIED II) M 414.0000 4,554.00 11.000 4,554.0 (F) 080 CONCRETE BARRIER (TYPE 25R-I) M 342.0000 14,364.00 42.000 14,364.0 (F) 081 CONCRETE BARRIER (TYPE 25R-II) M 518.0000 5,698.00 11.000 5,698.0 (F) 082 TERMINAL SECTION (TYPE B) EA 80.0000 880.00 11.000 880.00 11.000 880.0 (S) 083 TERMINAL SYSTEM (TYPE SRT) EA 1,950.0000 21,450.00 11.000 21,450.00 11.000 21,450.0 (S) 084 THERMOPLASTIC PAVEMENT MARKING M2 55.0000 3,630.00 0.000 0.0 (S) 085 THERMOPLASTIC TRAFFIC STRIPE M 0.9000 33,390.00 0.000 0.0 (S) (SPRAYABLE) 086 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 6,250.00 0.000 0.0 (S) 087 LIGHTING LS 30,000.0000 30,000.00 0.000 0.0 (S) 088 TRAFFIC MONITORING STATION LS 11,000.0000 11,000.00 0.000 0.0 (S) PROGRAM CAS145 PAGE 5 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-343534 TIME 06:42 AM ESTIMATE NO. 07 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 06/20/03 R.E. NAME: KEN J ROMERO DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 554,214.88 2,143,601.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 93,243.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 554,214.88 2,236,845.00 089 MOBILIZATION LS 562,764.4500 562,764.45 0.950 534,626.2 ORIGINAL CONTRACT AMOUNT 5,595,873.00 TOTAL WORK COMPLETED 554,214.88 2,771,471.23 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -3,018.29 TOTAL 574,214.88 2,768,452.94 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 11/05/03 133 17 -5 18 48% 53% PROGRESS IS SATISFACTORY KEN J ROMERO RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 06/19/03