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 06/20/11 EST. NO.05 TIME 09:43 AM R.E. NAME: LANG, TIM 05-0Q6404 --------------------------------------------------------------------------- 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 0044 408.93 E.W. @ F.A.(+) 051611 N 0046.0 0045 332.87 052311 N 0047.0 0046 336.77 052511 N 0049.0 0047 306.03 052411 N 0050.0 0048 208.91 052611 N 0051.0 0049 263.90 053111 N 0052.0 0050 194.27 060111 N 0053.0 0051 395.25 060211 N 0054.0 0052 307.76 060311 N 0055.0 007 0002 6,784.00 E.W. @ L.S.(+) 061611 N 001 0 008 0001 9,462.63 E.W. @ U.P (+) 061611 N 000 0 009 0002 12,769.60 E.W. @ L.S.(+) 061611 N 000 0 012 0001 2,033.85 E.W. @ L.S.(+) 061611 N 012 0 014 0001 1,784.51 E.W. @ F.A.(+) 052411 N 0048.0 015 0001 20,195.92 A.C. @ U.P.(+) 061611 N 015 0 55,785.20 TOTAL THIS ESTIMATE 39,988.32 TOTAL PREVIOUS ESTIMATE 95,773.52 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 06/20/11 EST. NO.05 TIME 09:43 AM R.E. NAME: LANG, TIM 05-0Q6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE HMA COMPACTION -1,750.00 05 -1,750.00 -1,750.00 TOTAL DEDUCTIONS -1,750.00 -1,750.00 PROGRAM CAS145 PAGE 1 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0Q6404 TIME 09:43 AM ESTIMATE NO. 05 BID OPENING 11/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 06/20/11 LOCATION PROGRESS ESTIMATE 05-SLO-101-55.8/57.9 ----------------- CALPORTLAND CONSTRUCTION IN SAN LUIS OBISPO COUNTY IN PASO P O BOX 1280 ROBLES FROM SOUTH PASO ROBLES SANTA MARIA CA 93456 OVERHEAD TO NORTH JUNCTION ROUTE 101/46 SEPARATION FED. AID NO. HSNH-Q101(190)E ,G-Q101(190)E CONSTRUCT MEDIAN BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION SITE MANAGEMENT LS 12,000.0000 12,000.00 0.128 1,536.00 0.573 6,876.00 02 PREPARE STORM WATER POLLUTION LS 2,600.0000 2,600.00 0.051 132.60 0.649 1,687.40 PREVENTION PLAN 03 TEMPORARY CONSTRUCTION ENTRANCE EA 4,700.0000 9,400.00 0.000 0.00 04 TEMPORARY DRAINAGE INLET PROTECTION EA 340.0000 5,440.00 16.000 5,440.00 05 STREET SWEEPING LS 16,000.0000 16,000.00 0.128 2,048.00 0.573 9,168.00 06 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 6,300.0000 6,300.00 0.000 0.00 07 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0.00 08 CONSTRUCTION AREA SIGNS LS 4,100.0000 4,100.00 0.038 155.80 0.772 3,165.20 09 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 0.128 20,480.00 0.573 91,680.00 10 PORTABLE CHANGEABLE MESSAGE SIGN LS 13,000.0000 13,000.00 0.128 1,664.00 0.573 7,449.00 11 REMOVE METAL BEAM GUARD RAILING LF 7.2500 7,105.00 475.000 3,443.75 475.000 3,443.75 12 REMOVE INLET EA 1,000.0000 3,000.00 2.000 2,000.00 13 MODIFY INLET EA 2,800.0000 8,400.00 3.000 8,400.00 14 CAP INLET EA 2,300.0000 9,200.00 5.000 11,500.00 15 REMOVE CRASH CUSHION (SAND FILLED) EA 100.0000 2,800.00 28.000 2,800.00 28.000 2,800.00 16 CLEARING AND GRUBBING LS 22,000.0000 22,000.00 1.000 22,000.00 17 ROADWAY EXCAVATION CY 21.0000 80,850.00 577.000 12,117.00 3,850.000 80,850.00 18 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 19 HIGHWAY PLANTING LS 67,000.0000 67,000.00 0.250 16,750.00 20 EROSION CONTROL (COMPOST BLANKET) CY 61.0000 28,670.00 0.000 0.00 21 COMPOST (INCORPORATE) SQYD 2.0000 20,200.00 0.000 0.00 22 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0800 7,216.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0Q6404 TIME 09:43 AM ESTIMATE NO. 05 BID OPENING 11/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PLANT ESTABLISHMENT WORK LS 14,000.0000 14,000.00 0.000 0.00 24 IRRIGATION SYSTEM LS 87,000.0000 87,000.00 0.430 37,410.00 0.430 37,410.00 25 IRRIGATION SLEEVE LF 10.0000 500.00 60.000 600.00 26 8" WELDED STEEL PIPE CONDUIT LF 275.0000 17,875.00 0.000 0.00 (.250" THICK) 27 CLASS 2 AGGREGATE BASE CY 32.0000 133,440.00 834.000 26,688.00 4,170.000 133,440.00 28 HOT MIX ASPHALT (TYPE A) TON 70.0000 239,400.00 3,177.770 222,443.90 3,177.770 222,443.90 29 PLACE HOT MIX ASPHALT SQYD 50.0000 3,450.00 69.300 3,465.00 69.300 3,465.00 (MISCELLANEOUS AREA) 30 TACK COAT TON 450.0000 1,350.00 1.430 643.50 1.430 643.50 31 MINOR CONCRETE (MINOR STRUCTURE) CY 3,600.0000 24,480.00 5.650 20,340.00 F) 32 24" REINFORCED CONCRETE PIPE LF 750.0000 2,625.00 3.500 2,625.00 33 30" REINFORCED CONCRETE PIPE LF 790.0000 3,239.00 4.100 3,239.00 34 36" REINFORCED CONCRETE PIPE LF 795.0000 3,577.50 0.000 0.00 35 36" PRECAST CONCRETE PIPE RISER LF 1,100.0000 4,840.00 7.600 8,360.00 36 MISCELLANEOUS IRON AND STEEL LB 1.5000 3,288.00 2,102.000 3,153.00 F) 37 CHAIN LINK FENCE (TYPE CL-6) LF 65.0000 1,950.00 24.000 1,560.00 24.000 1,560.00 38 6' CHAIN LINK GATE (TYPE CL-6) EA 1,650.0000 1,650.00 0.000 0.00 39 WILDLIFE PASSAGE WAY (TYPE S) EA 51.0000 19,380.00 0.000 0.00 40 CONCRETE BARRIER (TYPE 25) LF 1,200.0000 13,200.00 10.600 12,720.00 10.600 12,720.00 41 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 1,300.0000 14,300.00 11.100 14,430.00 11.100 14,430.00 42 CONCRETE BARRIER TRANSITION LF 114.0000 6,840.00 30.000 3,420.00 30.000 3,420.00 43 CONCRETE BARRIER (TYPE 60S) LF 42.0000 651,000.00 1,400.000 58,800.00 1,400.000 58,800.00 44 ARCHITECTURAL TREATMENT LF 21.0000 325,500.00 0.000 0.00 45 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 46 MODIFY LIGHTING LS 18,500.0000 18,500.00 0.838 15,503.00 PROGRAM CAS145 PAGE 3 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0Q6404 TIME 09:43 AM ESTIMATE NO. 05 BID OPENING 11/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 425,957.55 817,361.75 ADJUSTMENT OF COMPENSATION 20,195.92 9,170.92 EXTRA WORK 35,589.28 86,602.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 481,742.75 913,135.27 47 MOBILIZATION LS 108,000.0000 108,000.00 0.950 102,600.00 ORIGINAL CONTRACT AMOUNT 2,190,165.50 TOTAL WORK COMPLETED 481,742.75 1,015,735.27 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,750.00 -1,750.00 TOTAL 479,992.75 1,013,985.27 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 01/24/11 360 02/08/11 02/08/11 09/05/12 45 29 6 0 43% 12% PROGRESS IS SATISFACTORY LANG, TIM RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/11