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 03/20/07 EST. NO.06 TIME 08:59 AM R.E. NAME: 280 BEALE STREET 04-449404 --------------------------------------------------------------------------- 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 0001 160.56 E.W. @ F.A.(+) 121906 N 0001 0 0002 160.56 122006 N 0002 0 0003 321.12 122106 N 0003 0 0004 190.71 011607 N 0004 0 0005 190.71 011707 N 0005 0 0006 190.71 011807 N 0006 0 0007 498.31 011907 N 0007 0 0008 388.63 012207 N 0008 0 0009 278.94 012307 N 0009 0 0010 278.94 012407 N 0010 0 0011 320.76 012507 N 0011 0 0012 278.94 012607 N 0012 0 0013 278.94 012907 N 0013 0 0014 278.94 013007 N 0014 0 0015 498.31 013107 N 0015 0 0016 278.94 020107 N 0016 0 0017 278.94 020207 N 0017 0 0018 278.94 020507 N 0018 0 0019 278.94 020607 N 0019 0 0020 278.94 020707 N 0020 0 0021 278.94 020807 N 0021 0 0022 278.94 020907 N 0022 0 0023 278.94 021207 N 0023 0 6,546.60 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 6,546.60 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 03/20/07 EST. NO.06 TIME 08:59 AM R.E. NAME: 280 BEALE STREET 04-449404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BASELINE SCHEDULE -11,250.00 01 BASELINE SCHEDULE -5,250.00 02 BASELINE SCH. 25% -11,411.50 03 BASELINE SCHEDULE 27,911.50 05 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-449404 TIME 08:59 AM ESTIMATE NO. 06 BID OPENING 07/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/07 R.E. NAME: 280 BEALE STREET DATE OF THIS ESTIMATE 03/20/07 LOCATION PROGRESS ESTIMATE 04-SF-101-9.1/9.4 ----------------- CALIFORNIA ENGINEERING IN SAN FRANCISCO COUNTY IN CONTRACTORS INC SAN FRANCISCO AT PRESIDIO VIADUCT 20 HAPPY VALLEY ROAD BRIDGE PLEASANTON CALIFORNIA 94566 FED. AID NO. N O N E REHABILITATE VIADUCT ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.100 500.00 0.200 1,000.00 02 TIME-RELATED OVERHEAD WDAY 1,377.0000 1,094,715.00 16.000 22,032.00 125.000 172,125.00 03 SURVEY OF EXISTING NON-HIGHWAY LS 2,500.0000 2,500.00 0.100 250.00 0.700 1,750.00 FACILITIES 04 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 19,400.00 725.000 14,500.00 05 TEMPORARY 4.8M CHAIN LINK GATE EA 1,250.0000 10,000.00 3.000 3,750.00 8.000 10,000.00 (TYPE CL-1.8) 06 TEMPORARY FENCE (TYPE ESA) M 20.0000 3,200.00 160.000 3,200.00 07 PREPARE WATER POLLUTION CONTROL LS 1,350.0000 1,350.00 0.950 1,282.50 PROGRAM 08 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.060 600.00 0.120 1,200.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 1,000.0000 2,000.00 2.000 2,000.00 3.000 3,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 20,000.00 2.000 5,000.00 4.000 10,000.00 11 CONSTRUCTION AREA SIGNS LS 25,050.0000 25,050.00 0.450 11,272.50 S) 12 TRAFFIC CONTROL SYSTEM LS 96,000.0000 96,000.00 0.700 67,200.00 0.750 72,000.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 15,000.00 0.000 0.00 S) 14 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.000 0.00 15 REMOVE RIVET EA 100.0000 1,500,000.00 0.000 0.00 16 CLEARING AND GRUBBING LS 2,000.0000 2,000.00 0.600 1,200.00 17 EROSION CONTROL (NETTING) M2 2.0000 4,120.00 0.000 0.00 S) 18 STRAW (EROSION CONTROL) TONN 1,000.0000 3,000.00 0.000 0.00 S) 19 FIBER (EROSION CONTROL) KG 3.0000 1,200.00 0.000 0.00 S) 20 FIBER ROLLS M 25.0000 3,500.00 100.000 2,500.00 S) 21 COMPOST (EROSION CONTROL) M3 700.0000 2,100.00 0.000 0.00 S) 22 PURE LIVE SEED (EROSION CONTROL) KG 350.0000 9,800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 03/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-449404 TIME 08:59 AM ESTIMATE NO. 06 BID OPENING 07/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/07 R.E. NAME: 280 BEALE STREET DATE OF THIS ESTIMATE 03/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STABILIZING EMULSION (EROSION CONTROL) KG 30.0000 2,580.00 0.000 0.00 S) 24 CLASS 3 AGGREGATE BASE M3 100.0000 41,000.00 292.000 29,200.00 25 CLEAN EXPANSION JOINT M 70.0000 72,450.00 530.600 37,142.00 958.300 67,081.00 26 JOINT SEAL (MR 15MM)(SILICONE) M 70.0000 72,800.00 530.600 37,142.00 958.300 67,081.00 S) 27 STRUCTURAL STEEL (BRIDGE) KG 40.0000 1,160,000.00 0.000 0.00 S) 28 CLEAN AND PAINT STRUCTURAL STEEL LS 2770,000.0000 2,770,000.00 0.020 55,400.00 0.100 277,000.00 S) 29 BLAST CLEAN (LOCATION A) M2 1,200.0000 1,116,000.00 1,162.500 1,395,000.00 S) 30 BLAST CLEAN (LOCATION B) M2 700.0000 595,000.00 0.000 0.00 S) 31 BLAST CLEAN (LOCATION C) M2 170.0000 3,111,000.00 3,055.000 519,350.00 3,992.000 678,640.00 S) 32 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 1,000.0000 400,000.00 0.000 0.00 S) 33 WORK AREA MONITORING LS 20,000.0000 20,000.00 0.050 1,000.00 0.175 3,500.00 S) PROGRAM CAS145 PAGE 3 DATE 03/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-449404 TIME 08:59 AM ESTIMATE NO. 06 BID OPENING 07/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/07 R.E. NAME: 280 BEALE STREET DATE OF THIS ESTIMATE 03/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 751,366.00 2,822,532.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 6,546.60 6,546.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 757,912.60 2,829,078.60 34 MOBILIZATION LS 1365,000.0000 1,365,000.00 0.200 273,000.00 0.950 1,296,750.00 ORIGINAL CONTRACT AMOUNT 13,655,765.00 TOTAL WORK COMPLETED 1,030,912.60 4,125,828.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,030,912.60 4,125,828.60 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 08/17/06 795 09/01/06 09/01/06 11/30/09 125 9 0 0 29% 16% PROGRESS IS SATISFACTORY 280 BEALE STREET RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 03/20/07