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 10/23/08 EST. NO.03 TIME 10:08 AM R.E. NAME: NOVOTA, RYAN 03-3E0004 --------------------------------------------------------------------------- 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 0011 243.06 E.W. @ F.A.(+) 091008 N 0011.0 0012 303.50 091108 N 0012.0 0013 838.73 091508 N 0013.0 0014 673.37 091608 N 0014.0 0015 921.42 091708 N 0015.0 0016 921.42 091808 N 0016.0 0017 317.50 092208 N 0017.0 0018 222.25 092408 N 0018.0 0019 444.50 093008 N 0019.0 0020 762.51 100108 N 0020.0 0021 753.74 100208 N 0021.0 6,402.00 TOTAL THIS ESTIMATE 5,669.10 TOTAL PREVIOUS ESTIMATE 12,071.10 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 10/23/08 EST. NO.03 TIME 10:08 AM R.E. NAME: NOVOTA, RYAN 03-3E0004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REJ HMA FINAL GRADE -120,000.00 03 -120,000.00 -120,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 10/08 -10,000.00 03 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -130,000.00 -130,000.00 PROGRAM CAS145 PAGE 1 DATE 10/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0004 TIME 10:08 AM ESTIMATE NO. 03 BID OPENING 06/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: NOVOTA, RYAN DATE OF THIS ESTIMATE 10/23/08 LOCATION PROGRESS ESTIMATE 03-ED-50-60.2/60.5 ----------------- TEICHERT CONSTRUCTION IN EL DORADO COUNTY FROM 0.4 MILE P O BOX 15144 WEST OF TWIN BRIDGES ROAD TO 0.1 SACRAMENTO CA 95851 MILE EAST OF TWIN BRIDGES ROAD FED. AID NO. N O N E RECONSTRUCT CURVE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 1,000.0000 1,000.00 0.750 750.00 02 CONSTRUCTION SITE MANAGEMENT LS 450.0000 450.00 0.378 170.10 0.868 390.60 03 PREPARE WATER POLLUTION CONTROL LS 700.0000 700.00 0.750 525.00 S) PROGRAM 04 TEMPORARY FIBER ROLL LF 10.5000 1,260.00 120.000 1,260.00 05 TEMPORARY CONSTRUCTION ENTRANCE EA 2,700.0000 2,700.00 0.700 1,890.00 06 STREET SWEEPING LS 6,500.0000 6,500.00 0.378 2,457.00 0.868 5,642.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,500.0000 1,500.00 0.750 1,125.00 08 CONSTRUCTION AREA SIGNS LS 1,450.0000 1,450.00 0.700 1,015.00 S) 09 TRAFFIC CONTROL SYSTEM LS 38,000.0000 38,000.00 0.378 14,364.00 0.868 32,984.00 S) 10 PORTABLE CHANGEABLE MESSAGE SIGN LS 9,000.0000 9,000.00 0.378 3,402.00 0.868 7,812.00 S) 11 ABANDON CULVERT LF 31.0000 2,170.00 70.000 2,170.00 12 REMOVE METAL BEAM GUARD RAILING LF 6.0000 9,480.00 1,262.500 7,575.00 1,575.000 9,450.00 13 REMOVE ROADSIDE SIGN EA 80.0000 160.00 2.000 160.00 2.000 160.00 14 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 1,050.00 210.000 1,050.00 15 REMOVE CULVERT LF 33.0000 2,178.00 62.000 2,046.00 16 REMOVE INLET EA 800.0000 2,400.00 3.000 2,400.00 17 RESET ROADSIDE SIGN EA 150.0000 2,400.00 0.000 0.00 18 16" CURED-IN-PLACE PIPE (CIPP) LF 320.0000 54,400.00 161.000 51,520.00 LINER 19 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 4,320.00 666.700 5,333.60 S) 20 CLEARING AND GRUBBING LS 5,200.0000 5,200.00 0.500 2,600.00 21 ROADWAY EXCAVATION CY 30.0000 9,900.00 0.000 0.00 22 SAND BACKFILL CY 200.0000 1,000.00 5.000 1,000.00 PROGRAM CAS145 PAGE 2 DATE 10/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0004 TIME 10:08 AM ESTIMATE NO. 03 BID OPENING 06/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: NOVOTA, RYAN DATE OF THIS ESTIMATE 10/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 IMPORTED BORROW CY 40.0000 10,000.00 152.300 6,092.00 152.300 6,092.00 24 CLASS 2 AGGREGATE BASE CY 85.0000 25,500.00 300.000 25,500.00 25 REPLACE ASPHALT CONCRETE SURFACING CY 320.0000 38,400.00 110.600 35,392.00 26 HOT MIX ASPHALT (TYPE A) TON 125.0000 551,250.00 70.800 8,850.00 3,579.970 447,496.25 27 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1,800.0000 720.00 0.400 720.00 PAVEMENT INTERLAYER) 28 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.0000 720.00 362.000 724.00 29 CENTERLINE RUMBLE STRIP LF 2.1000 5,187.00 0.000 0.00 (HMA, GROUND-IN INDENTATIONS) 30 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 20.0000 4,200.00 206.000 4,120.00 206.000 4,120.00 31 PLACE HOT MIX ASPHALT SQYD 8.5000 5,950.00 237.800 2,021.30 237.800 2,021.30 (MISCELLANEOUS AREA) 32 CLASS 4 CONCRETE (BACKFILL) CY 120.0000 4,800.00 40.000 4,800.00 33 MINOR CONCRETE (MINOR STRUCTURE) CY 2,500.0000 9,500.00 3.800 9,500.00 F) 34 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 4.0000 20.80 5.200 20.80 5.200 20.80 S) (0.063"-UNFRAMED) 35 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.0000 348.00 12.000 348.00 12.000 348.00 S) (0.080"-UNFRAMED) 36 ROADSIDE SIGN - ONE POST EA 200.0000 400.00 2.000 400.00 2.000 400.00 37 18" ALTERNATIVE PIPE CULVERT LF 180.0000 14,580.00 81.000 14,580.00 38 18" CORRUGATED STEEL PIPE (.109" THICK) LF 220.0000 7,260.00 32.000 7,040.00 39 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 145.0000 9,425.00 65.000 9,425.00 65.000 9,425.00 40 ROCK SLOPE PROTECTION CY 250.0000 750.00 3.000 750.00 (BACKING NO. 2, METHOD B) 41 MISCELLANEOUS IRON AND STEEL LB 6.0000 4,320.00 717.000 4,302.00 42 DELINEATOR (CLASS 2) EA 40.0000 1,040.00 26.000 1,040.00 26.000 1,040.00 43 MARKER (CULVERT) EA 20.0000 160.00 0.000 0.00 44 METAL BEAM GUARD RAILING LF 46.0000 9,660.00 237.500 10,925.00 237.500 10,925.00 S) (7' STEEL POST) 45 SINGLE THRIE BEAM BARRIER LF 50.0000 66,500.00 1,319.000 65,950.00 1,319.000 65,950.00 S) (7' STEEL POST) 46 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 S) 47 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 2,400.00 1.000 2,400.00 1.000 2,400.00 S) 48 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.9000 17,594.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 10/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0004 TIME 10:08 AM ESTIMATE NO. 03 BID OPENING 06/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: NOVOTA, RYAN DATE OF THIS ESTIMATE 10/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 140,720.20 785,669.55 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 6,402.00 12,071.10 SUBTOTAL AMOUNT EARNED 147,122.20 797,740.65 ORIGINAL CONTRACT AMOUNT 948,902.80 TOTAL WORK COMPLETED 147,122.20 797,740.65 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -130,000.00 -130,000.00 TOTAL 17,122.20 667,740.65 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 07/29/08 45 00/00/00 08/13/08 10/29/08 38 9 0 0 82% 84% PROGRESS IS SATISFACTORY NOVOTA, RYAN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/08