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 10/25/10 EST. NO.02 TIME 01:24 PM R.E. NAME: GHAFGHAZI, BEN 04-1A5224 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 10/25/10 EST. NO.02 TIME 01:24 PM R.E. NAME: GHAFGHAZI, BEN 04-1A5224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A5224 TIME 01:24 PM ESTIMATE NO. 02 BID OPENING 06/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 10/25/10 LOCATION RERUN PROGRESS ESTIMATE 04-SM-84-R29.0/R30.2 ----------------------- 04-ALA-84-R0.0/R1.2 SHIMMICK CONSTRUCTION COMPANY IN SAN MATEO AND ALAMEDA COUNTIES INC IN MENLO PARK AND FREMONT FROM 0.3 8201 EDGEWATER DRIVE #202 MILE WEST TO 0.5 MILE EAST OF OAKLAND, CA 94621 DUMBARTON BRIDGE FED. AID NO. NH- ( ) DUMBARTON BRIDGE SEISMIC RETROFIT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ESTABLISH MARINE ACCESS LS 350,000.0000 350,000.00 0.000 0.00 02 TRANSPORTATION FOR THE ENGINEER LS 250,000.0000 250,000.00 0.000 0.00 03 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,000.0000 6,000.00 0.000 0.00 04 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,500.00 0.000 0.00 05 TIME-RELATED OVERHEAD LS 2200,000.0000 2,200,000.00 0.000 0.00 06 TEMPORARY FENCE (TYPE CL-6) LF 8.0000 10,160.00 261.000 2,088.00 07 TEMPORARY REINFORCED SILT FENCE LF 10.0000 146,000.00 0.000 0.00 08 TEMPORARY FENCE (TYPE ESA) LF 6.0000 19,200.00 0.000 0.00 09 MOUSE PROOF BARRIER LF 30.0000 135,000.00 0.000 0.00 10 TEMPORARY DRAINAGE SYSTEM LS 60,000.0000 60,000.00 0.000 0.00 11 TEMPORARY ACTIVE TREATMENT SYSTEM LS 160,000.0000 160,000.00 0.000 0.00 12 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 0.000 0.00 13 PREPARE STORM WATER POLLUTION LS 20,000.0000 20,000.00 0.000 0.00 PREVENTION PLAN 14 TURBIDITY CONTROL LS 50,000.0000 50,000.00 0.000 0.00 15 TEMPORARY CONSTRUCTION ENTRANCE EA 20,000.0000 40,000.00 0.000 0.00 16 TEMPORARY DRAINAGE INLET PROTECTION EA 2,000.0000 20,000.00 0.000 0.00 17 TEMPORARY HYDRAULIC MULCH SQYD 3.0000 1,410.00 0.000 0.00 (BONDED FIBER MATRIX) 18 STREET SWEEPING LS 100,000.0000 100,000.00 0.000 0.00 19 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 30,000.0000 30,000.00 0.000 0.00 20 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 0.000 0.00 21 TRAFFIC CONTROL SYSTEM LS 850,000.0000 850,000.00 0.000 0.00 22 PORTABLE CHANGEABLE MESSAGE SIGN LS 130,000.0000 130,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 10/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A5224 TIME 01:24 PM ESTIMATE NO. 02 BID OPENING 06/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 10/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) LF 22.0000 39,820.00 0.000 0.00 24 TEMPORARY CRASH CUSHION MODULE EA 870.0000 9,570.00 0.000 0.00 25 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.1000 7,975.00 0.000 0.00 STRIPE (HAZARDOUS WASTE) 26 TEMPORARY WETLAND PROTECTION MAT SQFT 5.0000 174,000.00 0.000 0.00 27 PHOTO SURVEY OF EXISTING FACILITIES LS 15,000.0000 15,000.00 0.000 0.00 28 ABANDON CULVERT LF 75.0000 18,000.00 0.000 0.00 29 CLEAN DRAINAGE FACILITY (EXIST. DI) EA 4,500.0000 4,500.00 0.000 0.00 30 CLEAN DRAINAGE FACILITY (EXIST. RCP) EA 5,000.0000 5,000.00 0.000 0.00 31 ABANDON INLET EA 3,000.0000 3,000.00 0.000 0.00 32 REMOVE BENCH EA 800.0000 1,600.00 0.000 0.00 33 REMOVE METAL BEAM GUARD RAILING LF 14.0000 10,150.00 0.000 0.00 34 REMOVE FLARED END SECTION EA 1,200.0000 3,600.00 0.000 0.00 35 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 6,948.00 0.000 0.00 36 REMOVE PAVEMENT MARKER EA 3.0000 930.00 0.000 0.00 37 REMOVE CULVERT LF 110.0000 1,100.00 0.000 0.00 38 RELOCATE CRASH CUSHION EA 1,100.0000 2,200.00 0.000 0.00 39 REMOVE INTERPRETIVE SIGNS EA 5,000.0000 10,000.00 0.000 0.00 40 RELOCATE ROADSIDE SIGN EA 4,000.0000 8,000.00 0.000 0.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 74,100.00 0.000 0.00 42 REMOVE CONCRETE CURB LF 20.0000 10,000.00 0.000 0.00 43 REMOVE CONCRETE (GUTTER) CY 150.0000 7,950.00 0.000 0.00 44 REMOVE CONCRETE BARRIER LF 250.0000 3,750.00 0.000 0.00 45 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.5000 36,775.00 0.000 0.00 46 ACCESS OPENING, DECK EA 300.0000 19,200.00 0.000 0.00 47 BRIDGE REMOVAL (PORTION), LOCATION A LS 350,000.0000 350,000.00 0.000 0.00 48 BRIDGE REMOVAL (PORTION), LOCATION B LS 1250,000.0000 1,250,000.00 0.000 0.00 49 BRIDGE REMOVAL (PORTION), LOCATION C LS 2320,000.0000 2,320,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 10/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A5224 TIME 01:24 PM ESTIMATE NO. 02 BID OPENING 06/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 10/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL (PORTION), LOCATION D LS 10,000.0000 10,000.00 0.000 0.00 51 REMOVE AND REINSTALL PRECAST PANEL EA 1,500.0000 84,000.00 0.000 0.00 52 RECONSTRUCT FENDER LS 85,000.0000 85,000.00 0.000 0.00 53 RAISE BRIDGE LS 700,000.0000 700,000.00 0.000 0.00 54 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 0.000 0.00 55 ROADWAY EXCAVATION CY 60.0000 111,600.00 0.000 0.00 56 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.000 0.00 57 STRUCTURE EXCAVATION (BRIDGE) CY 400.0000 9,200.00 0.000 0.00 F) 58 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 59 STRUCTURE EXCAVATION (TYPE D) CY 50.0000 40,500.00 0.000 0.00 F) (PUMPING PLANT) 60 STRUCTURE BACKFILL (PUMPING PLANT) CY 60.0000 18,600.00 0.000 0.00 F) 61 CONTROLLED LOW STRENGTH MATERIAL CY 150.0000 210,000.00 0.000 0.00 (STRUCTURE BACKFILL) 62 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 1,400.00 0.000 0.00 F) 63 WATER AND AIR SUPPLY LINE (BRIDGE) LS 20,000.0000 20,000.00 0.000 0.00 64 COMPOST (INCORPORATE) SQYD 4.0000 15,800.00 0.000 0.00 65 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 3,000.00 0.000 0.00 66 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.3000 10,380.00 0.000 0.00 67 CLASS 3 AGGREGATE BASE CY 75.0000 21,750.00 0.000 0.00 68 HOT MIX ASPHALT (TYPE A) TON 87.0000 420,210.00 0.000 0.00 69 HOT MIX ASPHALT (LEVELING) TON 92.0000 42,320.00 0.000 0.00 70 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 35.0000 9,275.00 0.000 0.00 71 TACK COAT TON 1,000.0000 12,000.00 0.000 0.00 72 FURNISH 48" STEEL PIPE PILING LF 460.0000 908,500.00 0.000 0.00 73 DRIVE 48" STEEL PIPE PILE EA 12,000.0000 336,000.00 0.000 0.00 74 FURNISH PILING (CLASS 140) LF 65.0000 39,000.00 0.000 0.00 75 DRIVE PILE (CLASS 140) EA 2,000.0000 16,000.00 0.000 0.00 76 FURNISH PILING (CLASS 90) LF 40.0000 27,960.00 0.000 0.00 (ALTERNATIVE X) PROGRAM CAS145 PAGE 4 DATE 10/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A5224 TIME 01:24 PM ESTIMATE NO. 02 BID OPENING 06/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 10/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 970.0000 15,520.00 0.000 0.00 78 STEEL SHEET PILING SQFT 25.0000 897,500.00 0.000 0.00 79 TEMPORARY STEEL SHEET PILING SQFT 12.0000 228,000.00 0.000 0.00 80 STRUCTURAL CONCRETE, FOOTING OVERLAY CY 500.0000 450,000.00 0.000 0.00 F) 81 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 515,000.00 0.000 0.00 F) 82 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 83 STRUCTURAL CONCRETE, PIER CAP RETROFIT CY 580.0000 1,090,400.00 0.000 0.00 F) 84 STRUCTURE CONCRETE (PUMPING PLANT) CY 860.0000 258,000.00 0.000 0.00 F) 85 MINOR CONCRETE (MINOR STRUCTURE) CY 890.0000 45,390.00 0.000 0.00 F) 86 MINOR CONCRETE (BACKFILL) CY 200.0000 24,000.00 0.000 0.00 87 ARCHITECTURAL TREATMENT, FLUTED FIN SQFT 16.0000 4,640.00 0.000 0.00 88 DRILL AND BOND DOWEL LF 26.0000 1,080,300.00 0.000 0.00 F) 89 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 60.0000 87,600.00 0.000 0.00 F) 90 FURNISH POLYESTER CONCRETE OVERLAY CF 90.0000 270,000.00 0.000 0.00 91 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 44,130.00 0.000 0.00 92 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 93 CORE CONCRETE (3") AND PRESSURE GROUT LF 45.0000 327,150.00 0.000 0.00 DOWEL 94 CORE CONCRETE (5") LF 200.0000 12,000.00 0.000 0.00 95 FURNISH SEISMIC ISOLATION BEARING EA 99,000.0000 9,504,000.00 0.000 0.00 96 INSTALL SEISMIC ISOLATION BEARING EA 31,000.0000 2,976,000.00 0.000 0.00 97 SEISMIC JOINT (PIER 16) LS 950,000.0000 950,000.00 0.000 0.00 98 SEISMIC JOINT (PIER 31) LS 950,000.0000 950,000.00 0.000 0.00 99 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 1,020,500.00 0.000 0.00 F) 00 BAR REINFORCING STEEL (EPOXY COATED) LB 1.4000 372,400.00 0.000 0.00 F) (BRIDGE) 01 BAR REINFORCING STEEL (EPOXY COATED) LB 1.6000 131,200.00 0.000 0.00 F) (PUMPING PLANT) 02 FURNISH STRUCTURAL STEEL (BRIDGE) LB 2.2000 1,540,000.00 0.000 0.00 F) 03 ERECT STRUCTURAL STEEL (BRIDGE) LB 3.3000 2,310,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 5 DATE 10/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A5224 TIME 01:24 PM ESTIMATE NO. 02 BID OPENING 06/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 10/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 600.0000 1,200.00 0.000 0.00 METHOD) 05 PEDESTRIAN STAIRWAY LS 14,000.0000 14,000.00 0.000 0.00 06 CLEAN AND PAINT STRUCTURAL STEEL LS 700,000.0000 700,000.00 0.000 0.00 F) 07 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 80.0000 496,000.00 0.000 0.00 F) 08 WORK AREA MONITORING LS 30,000.0000 30,000.00 0.000 0.00 F) 09 18" PLASTIC PIPE LF 230.0000 23,000.00 0.000 0.00 10 36" PLASTIC PIPE LF 170.0000 319,600.00 0.000 0.00 11 18" PLASTIC FLARED END SECTION EA 2,400.0000 2,400.00 0.000 0.00 12 36" PLASTIC FLARED END SECTION EA 2,600.0000 2,600.00 0.000 0.00 13 WIRE MESH SCREEN EA 1,200.0000 1,200.00 0.000 0.00 14 ROCK SLOPE PROTECTION (4T, METHOD A) CY 160.0000 4,000.00 0.000 0.00 15 ROCK SLOPE PROTECTION CY 145.0000 3,625.00 0.000 0.00 (BACKING NO. 1, METHOD B) 16 ROCK SLOPE PROTECTION (1/2T, METHOD B) CY 156.0000 3,900.00 0.000 0.00 17 ROCK SLOPE PROTECTION FABRIC SQFT 5.5000 3,025.00 0.000 0.00 18 MINOR CONCRETE (CURB) CY 370.0000 7,400.00 0.000 0.00 19 MINOR CONCRETE (MISCELLANEOUS CY 160.0000 8,480.00 0.000 0.00 CONSTRUCTION) 20 DRAINAGE PUMPING EQUIPMENT LS 400,000.0000 400,000.00 0.000 0.00 21 PUMPING PLANT ELECTRICAL EQUIPMENT LS 180,000.0000 180,000.00 0.000 0.00 22 MISCELLANEOUS IRON AND STEEL LB 10.0000 21,510.00 0.000 0.00 F) 23 MISCELLANEOUS METAL (BRIDGE) LB 30.0000 340,500.00 0.000 0.00 F) 24 PUMPING PLANT METAL WORK LB 14.0000 169,400.00 0.000 0.00 F) 25 PIPE BOLLARD EA 60.0000 1,080.00 0.000 0.00 26 GUARD RAILING DELINEATOR EA 30.0000 2,280.00 0.000 0.00 27 STEEL BARRIER LF 400.0000 38,800.00 0.000 0.00 F) 28 METAL BEAM GUARD RAILING (WOOD POST) LF 40.0000 73,200.00 0.000 0.00 29 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 21,600.00 0.000 0.00 30 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 100.0000 18,800.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 10/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A5224 TIME 01:24 PM ESTIMATE NO. 02 BID OPENING 06/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 10/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER MARKER EA 37.0000 3,330.00 0.000 0.00 32 CONCRETE BARRIER (TYPE 50 MODIFIED 1) LF 75.0000 14,100.00 0.000 0.00 F) 33 CONCRETE BARRIER (TYPE 50 MODIFIED 2) LF 170.0000 31,960.00 0.000 0.00 F) 34 TRANSITION RAILING (TYPE WB) EA 1,200.0000 2,400.00 0.000 0.00 35 END CAP EA 1,400.0000 2,800.00 0.000 0.00 36 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,300.0000 2,600.00 0.000 0.00 37 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,500.0000 1,500.00 0.000 0.00 38 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 82.9400 15,592.72 0.000 0.00 F) 39 STEEL HANDRAILING LF 300.0000 43,500.00 0.000 0.00 F) 40 CONCRETE BARRIER (TYPE 60C) MODIFIED LF 110.0000 201,300.00 0.000 0.00 41 CONCRETE BARRIER (TYPE 732B) MODIFIED LF 140.0000 28,000.00 0.000 0.00 42 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 33,700.00 0.000 0.00 43 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 4,080.00 0.000 0.00 44 PARKING BUMPER (PRECAST CONCRETE) EA 100.0000 8,600.00 0.000 0.00 45 PAVEMENT MARKER (NON-REFLECTIVE) EA 15.0000 960.00 0.000 0.00 46 PAVEMENT MARKER (RETROREFLECTIVE) EA 13.0000 4,550.00 0.000 0.00 47 SEISMIC MONITORING ELECTRICAL SYSTEM LS 1500,000.0000 1,500,000.00 0.000 0.00 F) 48 REROUTE ROADWAY LIGHTING CIRCUIT AT LS 450,000.0000 450,000.00 0.000 0.00 ABUTMENT 1 AND 44 49 REROUTE ELECTRICAL AT PIER 16 LS 150,000.0000 150,000.00 0.000 0.00 50 REINSTALL ELECTRICAL AT PIER 16 LS 120,000.0000 120,000.00 0.000 0.00 51 REROUTE ELECTRICAL AT PIER 31 LS 190,000.0000 190,000.00 0.000 0.00 52 REINSTALL ELECTRICAL AT PIER 31 LS 110,000.0000 110,000.00 0.000 0.00 53 REMOVAL OF CATHODIC PROTECTION LS 20,000.0000 20,000.00 0.000 0.00 54 REROUTE TOS FIBER OPTIC CABLE AT LS 40,000.0000 40,000.00 0.000 0.00 PIER 16 55 REINSTALL TOS FIBER OPTIC CABLE AT LS 60,000.0000 60,000.00 0.000 0.00 PIER 16 56 REROUTE TOS FIBER OPTIC CABLE AT LS 30,000.0000 30,000.00 0.000 0.00 PIER 31 57 REINSTALL TOS FIBER OPTIC CABLE AT LS 90,000.0000 90,000.00 0.000 0.00 PIER 31 PROGRAM CAS145 PAGE 7 DATE 10/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A5224 TIME 01:24 PM ESTIMATE NO. 02 BID OPENING 06/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 10/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 REROUTE TOS FIBER OPTIC CIRCUITRY AT LS 70,000.0000 70,000.00 0.000 0.00 SUBSTATION 44 59 REINSTALL TOS FIBER OPTIC CIRCUITRY AT LS 80,000.0000 80,000.00 0.000 0.00 SUBSTATION 44 60 PUMPING STATION CIRCUIT AT SUBSTATION 1 LS 30,000.0000 30,000.00 0.000 0.00 61 RELOCATE CONTROL CENTRE 1 IN LS 30,000.0000 30,000.00 0.000 0.00 SUBSTATION 1 62 RELOCATE CONTROL CENTER 44 IN LS 20,000.0000 20,000.00 0.000 0.00 SUBSTATION 44 63 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 64 REPLACE HINGE JOINT SEAL ASSEMBLY LF 300.0000 51,000.00 0.000 0.00 (MR 7 1/2") 65 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 66 ELECTRONIC DATA DELIVERY FOR DAILY LS 2,000.0000 2,000.00 0.000 0.00 DIARY 67 DOCUMENT MANAGEMENT SYSTEM LS 386,000.0000 386,000.00 0.770 297,220.00 0.770 297,220.00 PROGRAM CAS145 PAGE 8 DATE 10/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A5224 TIME 01:24 PM ESTIMATE NO. 02 BID OPENING 06/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 10/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 297,220.00 299,308.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 297,220.00 299,308.00 68 MOBILIZATION LS 2500,000.0000 2,500,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 46,576,235.72 TOTAL WORK COMPLETED 297,220.00 299,308.00 MATERIALS ON HAND ON SITE 941,633.62 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 297,220.00 1,240,941.62 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 08/26/10 460 10/20/10 00/00/00 08/21/12 1 0 0 0 1% 0% PROGRESS IS SATISFACTORY GHAFGHAZI, BEN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/10