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 12/01/08 EST. NO.04 TIME 05:24 PM 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 0022 712.54 E.W. @ F.A.(+) 100608 N 0022.0 0023 547.72 100708 N 0023.0 0024 476.25 100808 N 0024.0 1,736.51 TOTAL THIS ESTIMATE 12,071.10 TOTAL PREVIOUS ESTIMATE 13,807.61 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 12/01/08 EST. NO.04 TIME 05:24 PM 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 ACCEPTED FINAL GRADE 120,000.00 04 MISSING CEM4401 -10,000.00 04 110,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 10/08 -10,000.00 03 0.00 -10,000.00 TOTAL DEDUCTIONS 110,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 12/01/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0004 TIME 05:24 PM ESTIMATE NO. 04 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 11/07/08 R.E. NAME: NOVOTA, RYAN DATE OF THIS ESTIMATE 12/01/08 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 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 0.250 250.00 1.000 1,000.00 02 CONSTRUCTION SITE MANAGEMENT LS 450.0000 450.00 0.132 59.40 1.000 450.00 03 PREPARE WATER POLLUTION CONTROL LS 700.0000 700.00 0.250 175.00 1.000 700.00 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 0.300 810.00 1.000 2,700.00 06 STREET SWEEPING LS 6,500.0000 6,500.00 0.132 858.00 1.000 6,500.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,500.0000 1,500.00 0.250 375.00 1.000 1,500.00 08 CONSTRUCTION AREA SIGNS LS 1,450.0000 1,450.00 0.300 435.00 1.000 1,450.00 S) 09 TRAFFIC CONTROL SYSTEM LS 38,000.0000 38,000.00 0.132 5,016.00 1.000 38,000.00 S) 10 PORTABLE CHANGEABLE MESSAGE SIGN LS 9,000.0000 9,000.00 0.132 1,188.00 1.000 9,000.00 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 1,575.000 9,450.00 13 REMOVE ROADSIDE SIGN EA 80.0000 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 6.000 900.00 6.000 900.00 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 1.000 5,200.00 21 ROADWAY EXCAVATION CY 30.0000 9,900.00 330.000 9,900.00 330.000 9,900.00 22 SAND BACKFILL CY 200.0000 1,000.00 5.000 1,000.00 PROGRAM CAS145 PAGE 2 DATE 12/01/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0004 TIME 05:24 PM ESTIMATE NO. 04 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 11/07/08 R.E. NAME: NOVOTA, RYAN DATE OF THIS ESTIMATE 12/01/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 97.700 3,908.00 250.000 10,000.00 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 -84.000 -10,500.00 3,495.970 436,996.25 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 2,470.000 5,187.00 2,470.000 5,187.00 (HMA, GROUND-IN INDENTATIONS) 30 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 20.0000 4,200.00 206.000 4,120.00 31 PLACE HOT MIX ASPHALT SQYD 8.5000 5,950.00 237.800 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 S) (0.063"-UNFRAMED) 35 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.0000 348.00 12.000 348.00 S) (0.080"-UNFRAMED) 36 ROADSIDE SIGN - ONE POST EA 200.0000 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 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 43 MARKER (CULVERT) EA 20.0000 160.00 8.000 160.00 8.000 160.00 44 METAL BEAM GUARD RAILING LF 46.0000 9,660.00 237.500 10,925.00 S) (7' STEEL POST) 45 SINGLE THRIE BEAM BARRIER LF 50.0000 66,500.00 1,319.000 65,950.00 S) (7' STEEL POST) 46 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 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 S) 48 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.9000 17,594.00 9,069.000 17,231.10 9,069.000 17,231.10 S) PROGRAM CAS145 PAGE 3 DATE 12/01/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0004 TIME 05:24 PM ESTIMATE NO. 04 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 11/07/08 R.E. NAME: NOVOTA, RYAN DATE OF THIS ESTIMATE 12/01/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 38,552.50 824,222.05 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,736.51 13,807.61 SUBTOTAL AMOUNT EARNED 40,289.01 838,029.66 ORIGINAL CONTRACT AMOUNT 948,902.80 TOTAL WORK COMPLETED 40,289.01 838,029.66 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 110,000.00 -20,000.00 TOTAL 150,289.01 818,029.66 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/29/08 45 08/13/08 08/13/08 11/07/08 45 16 0 0 100% 100% NOVOTA, RYAN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/01/08