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 10/21/09 EST. NO.02 TIME 03:20 PM 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 0002 544,900.05 A.C. @ L.S.(+) 101509 N 2 0 007 0002 93,100.00 E.W. @ L.S.(+) 101509 N 2 0 638,000.05 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 638,000.05 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 10/21/09 EST. NO.02 TIME 03:20 PM 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 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-177904 TIME 03:20 PM ESTIMATE NO. 02 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 10/20/09 R.E. NAME: HARPAL CHAHAL DATE OF THIS ESTIMATE 10/21/09 LOCATION PROGRESS ESTIMATE 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 0.500 5,000.00 0.500 5,000.00 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 0.500 350,000.00 0.750 525,000.00 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 0.750 750.00 0.750 750.00 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 2.000 10,000.00 08 STREET SWEEPING LS 5,000.0000 5,000.00 0.750 3,750.00 0.750 3,750.00 09 TEMPORARY CONCRETE WASHOUT BIN EA 1,000.0000 9,000.00 6.000 6,000.00 7.000 7,000.00 10 CONSTRUCTION AREA SIGNS LS 2,000.0000 2,000.00 0.700 1,400.00 11 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.550 110,000.00 0.750 150,000.00 12 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 6,900.00 3,878.000 3,878.00 7,328.000 7,328.00 13 TEMPORARY PAVEMENT MARKER EA 5.0000 6,000.00 642.000 3,210.00 1,242.000 6,210.00 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,000.0000 7,000.00 0.450 3,150.00 0.750 5,250.00 15 TEMPORARY RAILING (TYPE K) LF 60.0000 174,000.00 2,400.000 144,000.00 2,900.000 174,000.00 16 TEMPORARY CRASH CUSHION EA 5,000.0000 10,000.00 1.000 5,000.00 2.000 10,000.00 (ABSORB 350) 17 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 6,900.00 8,336.000 8,336.00 11,786.000 11,786.00 18 REMOVE PAVEMENT MARKER EA 1.0000 1,200.00 1,247.000 1,247.00 1,247.000 1,247.00 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 2,440.000 17,080.00 2,940.000 20,580.00 21 SALVAGE METAL BEAM GUARD RAILING LF 15.0000 2,850.00 0.000 0.00 22 REMOVE CONCRETE BARRIER LF 85.0000 2,550.00 7.000 595.00 PROGRAM CAS145 PAGE 2 DATE 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-177904 TIME 03:20 PM ESTIMATE NO. 02 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 10/20/09 R.E. NAME: HARPAL CHAHAL DATE OF THIS ESTIMATE 10/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 24 BRIDGE REMOVAL (PORTION) LS 485,000.0000 485,000.00 0.550 266,750.00 0.950 460,750.00 25 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500.00 26 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 27 AGGREGATE BASE (APPROACH SLAB) CY 250.0000 6,000.00 0.000 0.00 28 HOT MIX ASPHALT (TYPE B) TON 92.0000 213,164.00 0.000 0.00 29 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 552,000.00 250.000 250,000.00 500.000 500,000.00 F) 30 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,100.0000 257,400.00 115.000 126,500.00 115.000 126,500.00 F) (TYPE R) 31 DRILL AND BOND DOWEL LF 11.0000 32,450.00 2,665.000 29,315.00 2,665.000 29,315.00 32 CLEAN EXPANSION JOINT LF 15.0000 7,140.00 0.000 0.00 33 FURNISH POLYESTER CONCRETE OVERLAY CF 53.0000 1,210,679.00 3,918.000 207,654.00 3,918.000 207,654.00 34 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.2500 482,079.00 0.000 0.00 F) 35 CORE CONCRETE (6 3/4") LF 90.0000 1,620.00 5.000 450.00 18.000 1,620.00 36 JOINT SEAL (MR 1/2") LF 23.0000 58,512.00 0.000 0.00 37 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 96,194.00 102,420.000 71,694.00 137,420.000 96,194.00 F) 38 CARBON FIBER REINFORCED POLYMER LF 24.0000 243,168.00 0.000 0.00 39 BRIDGE DECK DRAINAGE SYSTEM LB 6.5000 189,410.00 5,828.000 37,882.00 5,828.000 37,882.00 F) 40 GUARD RAILING DELINEATOR EA 10.0000 120.00 0.000 0.00 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 0.000 0.00 F) 43 TRANSITION RAILING (TYPE WB) EA 3,500.0000 3,500.00 0.000 0.00 44 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 0.000 0.00 45 END CAP (TYPE TC) EA 100.0000 100.00 0.000 0.00 46 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 60.0000 178,560.00 2,538.000 152,280.00 2,538.000 152,280.00 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 0.000 0.00 49 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 3,200.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-177904 TIME 03:20 PM ESTIMATE NO. 02 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 10/20/09 R.E. NAME: HARPAL CHAHAL DATE OF THIS ESTIMATE 10/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,821,426.00 2,560,591.00 ADJUSTMENT OF COMPENSATION 544,900.05 544,900.05 EXTRA WORK 93,100.00 93,100.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,459,426.05 3,198,591.05 50 MOBILIZATION LS 650,000.0000 650,000.00 0.200 130,000.00 0.950 617,500.00 ORIGINAL CONTRACT AMOUNT 6,517,807.00 TOTAL WORK COMPLETED 2,589,426.05 3,816,091.05 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,589,426.05 3,816,091.05 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 07/03/09 80 07/20/09 07/18/09 12/11/09 61 5 15 0 53% 64% PROGRESS IS SATISFACTORY HARPAL CHAHAL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/21/09