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 12/16/09 EST. NO.04 TIME 09:33 AM R.E. NAME: HARPAL CHAHAL 04-177904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0003 28,678.95 A.C. @ L.S.(+) 120809 N 0002 0 007 0003 4,900.00 E.W. @ L.S.(+) 120809 N 0002 0 33,578.95 TOTAL THIS ESTIMATE 1,313,606.11 TOTAL PREVIOUS ESTIMATE 1,347,185.06 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 12/16/09 EST. NO.04 TIME 09:33 AM R.E. NAME: HARPAL CHAHAL 04-177904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-177904 TIME 09:33 AM ESTIMATE NO. 04 BID OPENING 05/26/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/08/09 R.E. NAME: HARPAL CHAHAL DATE OF THIS ESTIMATE 12/16/09 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 04-ALA-880-28.2/28.5 ---------------------------------- CALIFORNIA ENGINEERING IN ALAMEDA COUNTY IN OAKLAND FROM CONTRACTORS, INC 0.1 MILE EAST TO 0.2 MILE WEST OF 20 HAPPY VALLEY ROAD THE FRUITVALE AVENUE OVERHEAD PLEASANTON, CA 94566 FED. AID NO. SARR- 880-1(58)E ,A- 880-1(58)E REHABILITATE STRUCTURE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.100 1,000.00 1.000 10,000.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0.00 03 TIME-RELATED OVERHEAD LS 700,000.0000 700,000.00 1.000 700,000.00 04 TEMPORARY DECKING LS 350,000.0000 350,000.00 0.000 0.00 05 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 0.150 150.00 1.000 1,000.00 06 PREPARE WATER POLLUTION CONTROL LS 1,000.0000 1,000.00 1.000 1,000.00 PROGRAM 07 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 2.000 10,000.00 08 STREET SWEEPING LS 5,000.0000 5,000.00 0.050 250.00 1.000 5,000.00 09 TEMPORARY CONCRETE WASHOUT BIN EA 1,000.0000 9,000.00 9.000 9,000.00 10 CONSTRUCTION AREA SIGNS LS 2,000.0000 2,000.00 0.100 200.00 1.000 2,000.00 11 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 12 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 6,900.00 7,328.000 7,328.00 13 TEMPORARY PAVEMENT MARKER EA 5.0000 6,000.00 1,242.000 6,210.00 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,000.0000 7,000.00 0.050 350.00 1.000 7,000.00 15 TEMPORARY RAILING (TYPE K) LF 60.0000 174,000.00 2,940.000 176,400.00 16 TEMPORARY CRASH CUSHION EA 5,000.0000 10,000.00 2.000 10,000.00 (ABSORB 350) 17 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 6,900.00 938.000 938.00 12,724.000 12,724.00 18 REMOVE PAVEMENT MARKER EA 1.0000 1,200.00 142.000 142.00 1,389.000 1,389.00 19 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.2500 185,415.00 0.000 0.00 20 SALVAGE METAL BRIDGE RAILING LF 7.0000 20,580.00 2,940.000 20,580.00 21 SALVAGE METAL BEAM GUARD RAILING LF 15.0000 2,850.00 212.500 3,187.50 212.500 3,187.50 22 REMOVE CONCRETE BARRIER LF 85.0000 2,550.00 30.000 2,550.00 PROGRAM CAS145 PAGE 2 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-177904 TIME 09:33 AM ESTIMATE NO. 04 BID OPENING 05/26/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/08/09 R.E. NAME: HARPAL CHAHAL DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 74,166.00 148,332.000 74,166.00 24 BRIDGE REMOVAL (PORTION) LS 485,000.0000 485,000.00 1.000 485,000.00 25 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 26 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 27 AGGREGATE BASE (APPROACH SLAB) CY 250.0000 6,000.00 24.000 6,000.00 28 HOT MIX ASPHALT (TYPE B) TON 92.0000 213,164.00 0.000 0.00 29 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 552,000.00 552.000 552,000.00 F) 30 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,100.0000 257,400.00 234.000 257,400.00 F) (TYPE R) 31 DRILL AND BOND DOWEL LF 11.0000 32,450.00 2,665.000 29,315.00 32 CLEAN EXPANSION JOINT LF 15.0000 7,140.00 476.000 7,140.00 33 FURNISH POLYESTER CONCRETE OVERLAY CF 53.0000 1,210,679.00 15,917.000 843,601.00 34 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.2500 482,079.00 148,332.000 482,079.00 F) 35 CORE CONCRETE (6 3/4") LF 90.0000 1,620.00 18.000 1,620.00 36 JOINT SEAL (MR 1/2") LF 23.0000 58,512.00 2,544.000 58,512.00 37 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 96,194.00 137,420.000 96,194.00 F) 38 CARBON FIBER REINFORCED POLYMER LF 24.0000 243,168.00 10,236.000 245,664.00 39 BRIDGE DECK DRAINAGE SYSTEM LB 6.5000 189,410.00 29,140.000 189,410.00 F) 40 GUARD RAILING DELINEATOR EA 10.0000 120.00 12.000 120.00 12.000 120.00 41 METAL BEAM GUARD RAILING (WOOD POST) LF 25.0000 2,750.00 0.000 0.00 42 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 70.0000 25,900.00 370.000 25,900.00 F) 43 TRANSITION RAILING (TYPE WB) EA 3,500.0000 3,500.00 1.000 3,500.00 1.000 3,500.00 44 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 45 END CAP (TYPE TC) EA 100.0000 100.00 1.000 100.00 1.000 100.00 46 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 60.0000 178,560.00 2,976.000 178,560.00 F) 47 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 17,100.00 0.000 0.00 48 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.0000 4,450.00 936.000 4,680.00 936.000 4,680.00 49 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 3,200.00 317.000 3,170.00 317.000 3,170.00 PROGRAM CAS145 PAGE 3 DATE 12/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-177904 TIME 09:33 AM ESTIMATE NO. 04 BID OPENING 05/26/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/08/09 R.E. NAME: HARPAL CHAHAL DATE OF THIS ESTIMATE 12/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 20,787.50 4,739,999.50 ADJUSTMENT OF COMPENSATION 28,678.95 573,579.00 EXTRA WORK 4,900.00 773,606.06 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 54,366.45 6,087,184.56 50 MOBILIZATION LS 650,000.0000 650,000.00 1.000 650,000.00 ORIGINAL CONTRACT AMOUNT 6,517,807.00 TOTAL WORK COMPLETED 54,366.45 6,737,184.56 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 54,366.45 6,737,184.56 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 07/03/09 80 07/20/09 07/18/09 12/08/09 84 14 15 0 100% 100% HARPAL CHAHAL RESIDENT ENGINEER PROGRAM CAS145 DATE 12/16/09