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 04/21/09 EST. NO.07 TIME 08:07 AM R.E. NAME: HATEFI, AMIR 04-1A2504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 008 0011 86.14 E.W. @ F.A.(+) 021409 N SUNBT1 010 0004 1,286.12 E.W. @ F.A.(+) 031709 N 2816 0 0005 999.31 031309 N 2810 0 016 0001 7,011.00 A.C. @ L.S.(+) 012409 N CWC1 0 017 0001 15,000.00 A.C. @ L.S.(+) 011609 N D017 0 020 0001 198,750.00 A.C. @ L.S.(+) 010509 N SUSP10 223,132.57 TOTAL THIS ESTIMATE 114,097.90 TOTAL PREVIOUS ESTIMATE 337,230.47 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 04/21/09 EST. NO.07 TIME 08:07 AM R.E. NAME: HATEFI, AMIR 04-1A2504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 05 RECEIVED PAYROLL 10,000.00 06 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A2504 TIME 08:07 AM ESTIMATE NO. 07 BID OPENING 06/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 04/21/09 LOCATION PROGRESS ESTIMATE 04-CC-80-5.9/ .0 ----------------- DISNEY CONSTRUCTION IN CONTRA COSTA COUNTY IN RICHMOND 580 CRESPI DRIVE,SUITE A6-134 FROM 0.2 MILE SOUTH TO 0.2 MILE PACIFICA, CA 94044 NORTH OF HILLTOP DRIVE OVERCROSSING FED. AID NO. ACBR-080 -1(108)E ,IM-080 -1(108) E ,ACIM-080 -1(108)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.300 900.00 02 TIME-RELATED OVERHEAD LS 450,000.0000 450,000.00 0.140 63,000.00 0.537 241,650.00 03 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 0.140 4,200.00 0.440 13,200.00 04 HEALTH AND SAFETY PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 05 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.060 240.00 0.670 2,680.00 S) PREVENTION PLAN 06 DEWATERING AND NON-STORM WATER LS 5,000.0000 5,000.00 0.130 650.00 0.550 2,750.00 DISCHARGE CONTROL 07 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 0.000 0.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 6,800.00 0.210 84.00 10.010 4,004.00 09 STREET SWEEPING LS 25,000.0000 25,000.00 0.140 3,500.00 0.420 10,500.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.140 2,100.00 0.420 6,300.00 11 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.700 8,400.00 S) 12 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.100 5,000.00 0.550 27,500.00 S) 13 TYPE III BARRICADE EA 300.0000 11,400.00 35.000 10,500.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 3,000.00 119.000 2,975.00 S) 15 TEMPORARY TERMINAL SECTION (TYPE K) EA 750.0000 2,250.00 2.100 1,575.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.150 750.00 0.500 2,500.00 S) 17 TEMPORARY RAILING (TYPE K) LF 30.0000 36,600.00 924.000 27,720.00 S) 18 TEMPORARY CRASH CUSHION MODULE EA 275.0000 3,850.00 9.800 2,695.00 S) 19 TEMPORARY ALTERNATIVE CRASH CUSHION EA 500.0000 1,000.00 1.000 500.00 S) 20 REMOVE METAL BEAM GUARD RAILING LF 30.0000 9,300.00 156.000 4,680.00 S) 21 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 4,330.00 3,504.000 3,504.00 S) STRIPE 22 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 15,500.00 7,628.000 7,628.00 S) PROGRAM CAS145 PAGE 2 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A2504 TIME 08:07 AM ESTIMATE NO. 07 BID OPENING 06/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 135.00 0.000 0.00 S) 24 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 12,690.00 7,398.000 22,194.00 S) 25 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 135.00 56.000 280.00 S) 26 REMOVE PAVEMENT MARKER EA 2.0000 4,820.00 2,818.000 5,636.00 S) 27 REMOVE ROADSIDE SIGN EA 100.0000 100.00 0.000 0.00 28 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 4,900.00 25.000 250.00 29 REMOVE CULVERT LF 40.0000 17,200.00 131.000 5,240.00 30 REMOVE PERFORATED PLASTIC PIPE LF 20.0000 1,600.00 0.000 0.00 31 REMOVE WATER LINE LF 30.0000 31,500.00 492.600 14,778.00 32 REMOVE INLET EA 600.0000 5,400.00 3.000 1,800.00 33 RESET ROADSIDE SIGN EA 500.0000 500.00 0.000 0.00 34 RELOCATE ROADSIDE SIGN EA 600.0000 4,800.00 0.000 0.00 35 REMOVE CONCRETE CY 600.0000 47,400.00 2.500 1,500.00 36 REMOVE CONCRETE BARRIER LF 20.0000 6,800.00 324.000 6,480.00 37 CAP INLET EA 300.0000 300.00 1.000 300.00 38 BRIDGE REMOVAL LS 230,000.0000 230,000.00 1.000 230,000.00 39 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 40 ROADWAY EXCAVATION CY 30.0000 25,200.00 0.000 0.00 41 ROADWAY EXCAVATION (TYPE TPH) CY 130.0000 11,050.00 0.000 0.00 42 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 43 ASBESTOS COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 44 STRUCTURE EXCAVATION (BRIDGE) CY 80.0000 18,800.00 235.000 18,800.00 F) 45 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 4,950.00 35.000 1,750.00 F) 46 IMPORTED BORROW CY 6.0000 14,940.00 0.000 0.00 47 HIGHWAY PLANTING LS 60,000.0000 60,000.00 0.000 0.00 S) 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A2504 TIME 08:07 AM ESTIMATE NO. 07 BID OPENING 06/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 3" IRRIGATION SLEEVE LF 100.0000 3,000.00 0.000 0.00 S) 51 6" IRRIGATION SLEEVE LF 100.0000 3,000.00 0.000 0.00 S) 52 CLASS 4 AGGREGATE SUBBASE CY 27.0000 35,910.00 0.000 0.00 53 CLASS 3 AGGREGATE BASE CY 55.0000 68,750.00 0.000 0.00 54 ASPHALT CONCRETE (TYPE A) TON 110.0000 177,100.00 54.690 6,015.90 55 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 10.0000 250.00 0.000 0.00 56 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 10.0000 2,700.00 0.000 0.00 57 ASPHALTIC EMULSION (PAINT BINDER) TON 600.0000 1,560.00 0.000 0.00 58 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 70.0000 100,170.00 1,431.000 100,170.00 S) 59 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 129,000.00 129.000 129,000.00 S) 60 PRESTRESSING CAST-IN-PLACE CONCRETE LS 81,000.0000 81,000.00 0.300 24,300.00 0.300 24,300.00 S) 61 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 900.0000 62,100.00 69.000 62,100.00 F) 62 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 898,200.00 412.800 371,520.00 641.000 576,900.00 F) 63 STRUCTURAL CONCRETE, APPROACH SLAB CY 300.0000 24,000.00 0.000 0.00 F) (TYPE N) 64 MINOR CONCRETE (MINOR STRUCTURE) CY 500.0000 9,000.00 1.730 865.00 F) 65 JOINT SEAL (MR 2") LF 250.0000 22,000.00 0.000 0.00 S) 66 BAR REINFORCING STEEL (BRIDGE) LB 1.2500 391,642.50 113,023.000 141,278.75 185,585.000 231,981.25 SF) 67 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 10,000.00 0.000 0.00 F) WITH WALKWAY) 68 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 10,000.00 0.000 0.00 SF)WITH WALKWAY) 69 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 50.0000 2,950.00 0.000 0.00 70 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 50.0000 1,600.00 0.000 0.00 (0.063"-UNFRAMED) 71 ROADSIDE SIGN - ONE POST EA 200.0000 1,200.00 0.000 0.00 72 BUS STOP SHELTER LS 8,000.0000 8,000.00 0.000 0.00 73 18" ALTERNATIVE PIPE CULVERT LF 70.0000 43,400.00 2.000 140.00 74 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 70.0000 18,900.00 0.000 0.00 75 DRAINAGE INLET MARKER EA 600.0000 3,600.00 0.000 0.00 76 24" WELDED STEEL PIPE LF 120.0000 9,600.00 0.000 0.00 (CASING, .250" THICK) PROGRAM CAS145 PAGE 4 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A2504 TIME 08:07 AM ESTIMATE NO. 07 BID OPENING 06/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (MISCELLANEOUS CY 600.0000 78,000.00 0.000 0.00 CONSTRUCTION) 78 MISCELLANEOUS IRON AND STEEL LB 4.0000 11,664.00 326.000 1,304.00 SF) 79 DELINEATOR (CLASS 1) EA 50.0000 1,000.00 0.000 0.00 80 OBJECT MARKER EA 50.0000 100.00 0.000 0.00 81 METAL BEAM GUARD RAILING (STEEL POST) LF 35.0000 4,550.00 0.000 0.00 S) 82 CHAIN LINK RAILING (TYPE 7) LF 65.0000 43,030.00 0.000 0.00 SF) 83 VEHICLE BARRICADE (GUARD POST) EA 1,500.0000 1,500.00 0.000 0.00 S) 84 CONCRETE BARRIER (TYPE 25) LF 60.0000 19,860.00 0.000 0.00 F) 85 CONCRETE BARRIER (TYPE 26) LF 90.0000 29,790.00 0.000 0.00 F) 86 TRANSITION RAILING (TYPE WB) EA 5,000.0000 5,000.00 0.000 0.00 S) 87 ALTERNATIVE CRASH CUSHION SYSTEM EA 1,000.0000 1,000.00 0.000 0.00 S) 88 QUADGUARD SYSTEM (MODEL QS6906G) EA 10,000.0000 10,000.00 0.000 0.00 S) 89 CONCRETE BARRIER (TYPE 60) LF 125.0000 18,750.00 0.000 0.00 90 CONCRETE BARRIER (TYPE 60E) LF 150.0000 19,500.00 0.000 0.00 91 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 720.00 0.000 0.00 S) 92 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 380.00 40.000 40.00 S) 93 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 5,500.00 0.000 0.00 S) 94 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 350.00 0.000 0.00 S) (BROKEN 36-12) 95 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 420.00 0.000 0.00 S) (BROKEN 17-7) 96 THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,805.00 0.000 0.00 S) (SPRAYABLE) 97 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 11,650.00 22,364.000 11,182.00 S) 98 PAINT PAVEMENT MARKING (2-COAT) SQFT 20.0000 900.00 36.000 720.00 S) 99 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 3,600.00 0.000 0.00 S) 00 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 5,950.00 588.000 2,940.00 S) 01 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.100 500.00 0.400 2,000.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 02 SIGNAL AND LIGHTING (LOCATION 1) LS 150,000.0000 150,000.00 0.320 48,000.00 0.460 69,000.00 S) 03 SIGNAL AND LIGHTING (LOCATION 2) LS 150,000.0000 150,000.00 0.090 13,500.00 0.140 21,000.00 S) PROGRAM CAS145 PAGE 5 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A2504 TIME 08:07 AM ESTIMATE NO. 07 BID OPENING 06/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 40,000.0000 40,000.00 0.700 28,000.00 S) 05 LIGHTING LS 30,000.0000 30,000.00 0.000 0.00 S) 06 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 07 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A2504 TIME 08:07 AM ESTIMATE NO. 07 BID OPENING 06/17/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/09 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 678,622.75 1,975,827.15 ADJUSTMENT OF COMPENSATION 220,761.00 219,794.87 EXTRA WORK 2,371.57 117,435.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 901,755.32 2,313,057.62 08 MOBILIZATION LS 433,333.0000 433,333.00 0.050 21,666.65 1.000 433,333.00 ORIGINAL CONTRACT AMOUNT 4,503,234.50 TOTAL WORK COMPLETED 923,421.97 2,746,390.62 MATERIALS ON HAND ON SITE 92,429.83 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 923,421.97 2,838,820.45 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 08/06/08 370 01/05/09 09/30/08 09/30/09 51 21 19 0 54% 37% PROGRESS IS SATISFACTORY HATEFI, AMIR RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 04/21/09