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 06/21/05 EST. NO.03 TIME 06:13 AM R.E. NAME: RAUL LOPEZ 06-339304 --------------------------------------------------------------------------- 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 0006 496.05 E.W. @ F.A.(+) 032805 N 6 0 0007 496.05 032905 N 7 0 0008 492.44 040105 N 8 0 0009 453.78 040405 N 9 0 0010 492.44 040505 N 10 0 0012 492.44 040805 N 12 0 0015 423.25 041305 N 15 0 0016 492.44 041405 N 16 0 0021 738.65 042105 N 21 0 0023 245.57 042505 N 23 0 0024 261.78 042605 N 24 0 0025 245.57 042705 N 25 0 5,330.46 TOTAL THIS ESTIMATE 5,063.51 TOTAL PREVIOUS ESTIMATE 10,393.97 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 06/21/05 EST. NO.03 TIME 06:13 AM R.E. NAME: RAUL LOPEZ 06-339304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 01 MISS PYRL -10,000.00 02 MISS PYRL -10,000.00 03 MISS PYRL #1 RECD 10,000.00 03 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 06/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-339304 TIME 06:13 AM ESTIMATE NO. 03 BID OPENING 02/15/05 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: RAUL LOPEZ DATE OF THIS ESTIMATE 06/21/05 LOCATION PROGRESS ESTIMATE 06-TUL-198-21.5/26.7 ----------------- LEE'S PAVING INC IN TULARE COUNTY NEAR LEMON COVE 1212 N. PLAZA DRIVE FROM 0.4 KM WEST OF ROAD 220 TO VISALIA CA 93291 0.4 KM EAST OF AVENUE 324 FED. AID NO. ACNH-P198(43)E ASPHALT CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 34.0000 4,080.00 140.000 4,760.00 S) 02 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 0.750 1,650.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 0.190 3,800.00 0.590 11,800.00 04 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.005 25.00 0.555 2,775.00 S) 05 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.190 22,800.00 0.590 70,800.00 S) 06 PORTABLE CHANGEABLE MESSAGE SIGN LS 24,000.0000 24,000.00 0.190 4,560.00 0.590 14,160.00 S) 07 OBLITERATE SURFACING M2 10.9500 4,708.50 0.000 0.00 08 REMOVE FENCE M 8.7500 9,100.00 1,003.000 8,776.25 S) 09 REMOVE ROCK V - GUTTER M 74.0000 2,516.00 0.000 0.00 10 REMOVE HEADWALL EA 500.0000 8,000.00 16.000 8,000.00 11 REMOVE ROCK HEADWALL EA 400.0000 2,400.00 4.000 1,600.00 12 RECONSTRUCT METAL BEAM GUARD M 54.0000 18,360.00 0.000 0.00 S) RAILING (STEEL POST) 13 RELOCATE ROADSIDE SIGN EA 150.0000 1,650.00 0.000 0.00 14 ADJUST FRAME AND COVER TO GRADE EA 500.0000 1,500.00 0.000 0.00 15 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 9.6000 15,648.00 0.000 0.00 S) 16 REMOVE CONCRETE (STRUCTURE) M3 500.0000 3,500.00 6.910 3,455.00 17 CLEARING AND GRUBBING LS 7,500.0000 7,500.00 0.890 6,675.00 18 ROADWAY EXCAVATION M3 29.0000 478,500.00 5,583.000 161,907.00 10,914.130 316,509.77 19 IMPORTED MATERIAL (SHOULDER BACKING) TONN 52.0500 6,766.50 0.000 0.00 20 EROSION CONTROL (BLANKET) M2 4.2500 2,890.00 0.000 0.00 S) 21 STRAW (EROSION CONTROL) TONN 540.0000 28,080.00 0.000 0.00 S) 22 FIBER (EROSION CONTROL) KG 1.0000 3,930.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 06/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-339304 TIME 06:13 AM ESTIMATE NO. 03 BID OPENING 02/15/05 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: RAUL LOPEZ DATE OF THIS ESTIMATE 06/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COMPOST (EROSION CONTROL) M3 140.0000 6,160.00 0.000 0.00 S) 24 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 820.0000 1,640.00 0.000 0.00 S) 25 PURE LIVE SEED (EROSION CONTROL) KG 102.0000 26,520.00 0.000 0.00 S) 26 MYCORRHIZAL INOCULUM (EROSION CONTROL) KG 12.0000 7,440.00 0.000 0.00 S) 27 GYPSUM KG 0.6000 576.00 0.000 0.00 S) 28 CLASS 2 AGGREGATE BASE M3 37.2500 353,875.00 1,739.100 64,781.48 3,054.100 113,765.23 29 SEAL RANDOM CRACKS LNKM 1,000.0000 17,000.00 0.000 0.00 30 REPLACE ASPHALT CONCRETE SURFACING M3 171.0000 177,840.00 0.000 0.00 31 ASPHALT CONCRETE TONN 51.0000 168,300.00 0.000 0.00 32 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 69.2000 1,107,200.00 0.000 0.00 33 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.7500 21,930.00 0.000 0.00 AREA) 34 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 2,100.00 0.000 0.00 35 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 1,500.00 0.000 0.00 36 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,225.0000 26,950.00 0.000 0.00 37 CLASS 2 CONCRETE (WINGWALLS) M3 1,447.0000 25,322.50 17.500 25,322.50 F) 38 CLASS 1 CONCRETE (BOX CULVERT) M3 1,447.0000 18,666.30 12.900 18,666.30 F) 39 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 7,250.00 0.000 0.00 F) 40 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0400 5,338.24 1,756.000 5,338.24 F) 41 BAR REINFORCING STEEL (WINGWALLS) KG 2.6200 5,952.64 2,276.000 5,963.12 F) 42 ROADSIDE SIGN - ONE POST EA 225.0000 225.00 0.000 0.00 43 450 MM CORRUGATED STEEL PIPE M 1,680.0000 3,864.00 0.000 0.00 (2.77 MM THICK) 44 600 MM CORRUGATED STEEL PIPE M 317.1500 47,572.50 75.000 23,786.25 (2.77 MM THICK) 45 900 MM CORRUGATED STEEL PIPE M 915.8500 12,821.90 0.000 0.00 (2.77 MM THICK) 46 450 MM STEEL FLARED END SECTION EA 100.0000 200.00 0.000 0.00 47 600 MM STEEL FLARED END SECTION EA 150.0000 2,400.00 0.000 0.00 48 900 MM STEEL FLARED END SECTION EA 350.0000 2,800.00 0.000 0.00 49 ROCK SLOPE PROTECTION M3 195.0000 9,165.00 0.000 0.00 (BACKING NO. 2, METHOD B) PROGRAM CAS145 PAGE 3 DATE 06/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-339304 TIME 06:13 AM ESTIMATE NO. 03 BID OPENING 02/15/05 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: RAUL LOPEZ DATE OF THIS ESTIMATE 06/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROCK SLOPE PROTECTION FABRIC M2 3.0000 330.00 0.000 0.00 51 FRAME AND GRATE EA 300.0000 1,200.00 0.000 0.00 52 FENCE (TYPE WM AND BW) M 19.4500 17,116.00 866.000 16,843.70 S) 53 SURVEY MONUMENT EA 500.0000 1,000.00 0.000 0.00 54 DELINEATOR (CLASS 1) EA 24.0000 816.00 0.000 0.00 55 TERMINAL SECTION (TYPE B) EA 500.0000 1,000.00 0.000 0.00 S) 56 END SECTION EA 500.0000 1,000.00 0.000 0.00 S) 57 TERMINAL SYSTEM (TYPE SRT) EA 1,895.0000 22,740.00 0.000 0.00 S) 58 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 1,368.00 0.000 0.00 S) 59 THERMOPLASTIC TRAFFIC STRIPE M 0.6500 10,725.00 0.000 0.00 S) (SPRAYABLE) 60 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 7,964.50 0.000 0.00 S) 61 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4500 1,683.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 62 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 6,200.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 06/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-339304 TIME 06:13 AM ESTIMATE NO. 03 BID OPENING 02/15/05 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: RAUL LOPEZ DATE OF THIS ESTIMATE 06/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 257,873.48 660,646.36 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 5,330.46 10,393.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 263,203.94 671,040.33 63 MOBILIZATION LS 179,500.0000 179,500.00 0.200 35,900.00 0.950 170,525.00 ORIGINAL CONTRACT AMOUNT 3,083,580.58 TOTAL WORK COMPLETED 299,103.94 841,565.33 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 299,103.94 821,565.33 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE PROGRAM 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 03/16/05 110 04/01/05 04/01/05 09/06/05 51 5 0 16 26% 32% PROGRESS IS SATISFACTORY RAUL LOPEZ RESIDENT ENGINEER PROGRAM CAS145 PAGE 10 DATE 06/21/05