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 06/21/04 EST. NO.02 TIME 08:02 AM R.E. NAME: BAL BAHADUR PAUL 10-263414 --------------------------------------------------------------------------- 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 06/21/04 EST. NO.02 TIME 08:02 AM R.E. NAME: BAL BAHADUR PAUL 10-263414 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-263414 TIME 08:02 AM ESTIMATE NO. 02 BID OPENING 11/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: BAL BAHADUR PAUL DATE OF THIS ESTIMATE 06/21/04 LOCATION PROGRESS ESTIMATE 10-SJ-5-27.0/27.9 ----------------- VIKING CONSTRUCTION COMPANY IN SAN JOAQUIN COUNTY IN STOCKTON P. O. BOX 1508 FROM 0.5 KM NORTH OF STOCKTON RANCHO CORDOVA CA 95741 CHANNEL VIADUCT TO MONTE DIABLO AVENUE UNDERCROSSING FED. AID NO. ACIM-005 -6(317)472,ACIM-005 -6(317)E CONSTRUCT RETROFIT SOUNDWALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.700 1,750.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 0.090 1,350.00 0.180 2,700.00 03 CONSTRUCTION AREA SIGNS LS 2,500.0000 2,500.00 0.700 1,750.00 04 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.090 13,500.00 0.180 27,000.00 S) 05 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,000.00 20.000 1,000.00 S) 06 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.090 1,800.00 0.180 3,600.00 S) 07 TEMPORARY RAILING (TYPE K) M 80.0000 130,400.00 567.000 45,360.00 1,667.000 133,360.00 S) 08 TEMPORARY CRASH CUSHION MODULE EA 350.0000 14,700.00 42.000 14,700.00 S) 09 REMOVE CHAIN LINK FENCE M 50.0000 3,250.00 233.000 11,650.00 10 REMOVE METAL BEAM GUARD RAILING M 15.0000 19,800.00 250.000 3,750.00 1,320.000 19,800.00 S) 11 REMOVE FLARED END SECTION EA 10.0000 50.00 0.000 0.00 12 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 11,280.00 7,520.000 11,280.00 S) 13 REMOVE PAVEMENT MARKER EA 1.0000 3,240.00 3,240.000 3,240.00 S) 14 REMOVE ROADSIDE SIGN EA 150.0000 300.00 2.000 300.00 15 REMOVE ASPHALT CONCRETE DIKE M 20.0000 20,400.00 0.000 0.00 16 REMOVE CULVERT M 100.0000 1,900.00 0.000 0.00 17 REMOVE INLET EA 200.0000 1,000.00 0.000 0.00 18 REMOVE CONCRETE WINGWALL M3 250.0000 2,000.00 8.000 2,000.00 19 RECONSTRUCT CHAIN LINK FENCE M 100.0000 1,800.00 0.000 0.00 20 RELOCATE ROADSIDE SIGN EA 250.0000 500.00 1.000 250.00 21 ADJUST WATER VALVE COVER TO GRADE EA 300.0000 1,200.00 4.000 1,200.00 4.000 1,200.00 22 ADJUST MANHOLE TO GRADE EA 500.0000 500.00 1.000 500.00 1.000 500.00 PROGRAM CAS145 PAGE 2 DATE 06/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-263414 TIME 08:02 AM ESTIMATE NO. 02 BID OPENING 11/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: BAL BAHADUR PAUL DATE OF THIS ESTIMATE 06/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 BRIDGE REMOVAL (PORTION), LOCATION A LS 50,000.0000 50,000.00 1.000 50,000.00 24 BRIDGE REMOVAL (PORTION), LOCATION B LS 52,000.0000 52,000.00 1.000 52,000.00 25 BRIDGE REMOVAL (PORTION), LOCATION C LS 15,000.0000 15,000.00 1.000 15,000.00 26 BRIDGE REMOVAL (PORTION), LOCATION D LS 45,000.0000 45,000.00 1.000 45,000.00 27 JACKING SUPERSTRUCTURE (LOCATION A) LS 25,000.0000 25,000.00 0.000 0.00 28 JACKING SUPERSTRUCTURE (LOCATION B) LS 25,000.0000 25,000.00 0.000 0.00 29 JACKING SUPERSTRUCTURE (LOCATION D) LS 25,000.0000 25,000.00 0.000 0.00 30 CLEARING AND GRUBBING LS 7,000.0000 7,000.00 1.000 7,000.00 31 ROADWAY EXCAVATION M3 100.0000 7,400.00 6.300 630.00 6.300 630.00 32 ROADWAY EXCAVATION (TYPE Z-2) M3 150.0000 42,000.00 80.000 12,000.00 80.000 12,000.00 (AERIALLY DEPOSITED LEAD) 33 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.500 2,500.00 34 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 23,400.00 154.000 15,400.00 F) 35 STRUCTURE EXCAVATION (RETAINING WALL) M3 45.0000 119,385.00 2,653.000 119,385.00 F) 36 STRUCTURE EXCAVATION (TYPE Z-2) M3 150.0000 3,750.00 14.000 2,100.00 F) (AERIALLY DEPOSITED LEAD) 37 STRUCTURE BACKFILL (BRIDGE) M3 85.0000 22,695.00 0.000 0.00 F) 38 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 43,530.00 0.000 0.00 F) 39 HIGHWAY PLANTING LS 25,000.0000 25,000.00 0.000 0.00 S) 40 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 41 IRRIGATION SYSTEM LS 40,000.0000 40,000.00 0.050 2,000.00 0.050 2,000.00 S) 42 CLASS 2 AGGREGATE BASE M3 75.0000 43,500.00 580.000 43,500.00 43 REPLACE ASPHALT CONCRETE SURFACING M3 250.0000 37,500.00 0.000 0.00 44 ASPHALT CONCRETE (TYPE B) TONN 60.0000 22,200.00 0.000 0.00 45 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 44,440.00 0.000 0.00 AREA) 46 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 300.0000 2,100.00 0.000 0.00 47 FURNISH PILING (CLASS 625) M 60.0000 10,440.00 174.000 10,440.00 174.000 10,440.00 48 DRIVE PILE (CLASS 625) EA 1,800.0000 14,400.00 7.000 12,600.00 7.000 12,600.00 S) 49 FURNISH PILING (CLASS 625C) M 60.0000 29,340.00 489.000 29,340.00 489.000 29,340.00 PROGRAM CAS145 PAGE 3 DATE 06/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-263414 TIME 08:02 AM ESTIMATE NO. 02 BID OPENING 11/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: BAL BAHADUR PAUL DATE OF THIS ESTIMATE 06/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DRIVE PILE (CLASS 625C) EA 1,800.0000 43,200.00 22.000 39,600.00 22.000 39,600.00 S) 51 FURNISH PILING (CLASS 400C) M 60.0000 23,760.00 396.000 23,760.00 396.000 23,760.00 52 DRIVE PILE (CLASS 400C) EA 1,800.0000 45,000.00 23.000 41,400.00 23.000 41,400.00 S) 53 FURNISH PILING (CLASS 400) M 60.0000 8,340.00 139.000 8,340.00 139.000 8,340.00 54 DRIVE PILE (CLASS 400) EA 1,800.0000 14,400.00 7.000 12,600.00 7.000 12,600.00 S) 55 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 202,400.00 0.000 0.00 S) PILING (BARRIER) 56 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 0.000 0.00 S) 57 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 750.0000 51,750.00 147.300 110,475.00 152.000 114,000.00 F) 58 STRUCTURAL CONCRETE, BRIDGE M3 968.0000 410,432.00 0.000 0.00 F) 59 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 366,850.00 0.000 0.00 F) 60 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 45,100.00 0.000 0.00 F) (TYPE N MODIFIED) 61 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 8,460.00 0.000 0.00 F) 62 MINOR CONCRETE (BACKFILL) M3 170.0000 510.00 0.000 0.00 F) 63 DRILL AND BOND DOWEL M 75.0000 9,975.00 17.000 1,275.00 17.000 1,275.00 64 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 185.0000 794,760.00 0.000 0.00 SF) 65 JOINT SEAL (MR 15 MM) M 350.0000 1,855.00 0.000 0.00 66 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 79,695.00 1,889.000 3,305.75 1,889.000 3,305.75 SF) 67 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2500 61,353.75 14,823.000 18,528.75 14,921.220 18,651.53 SF) 68 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 150.00 0.000 0.00 METHOD) 69 450 MM REINFORCED CONCRETE PIPE M 120.0000 1,680.00 0.000 0.00 (CLASS II) 70 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 100.0000 1,400.00 0.000 0.00 (1.63 MM THICK) 71 ROCK SLOPE PROTECTION M3 300.0000 2,100.00 0.000 0.00 (BACKING NO. 1, METHOD B) 72 SLOPE PAVING (CONCRETE) M3 1,600.0000 49,600.00 0.000 0.00 F) 73 ROCK SLOPE PROTECTION FABRIC M2 10.0000 200.00 0.000 0.00 74 MINOR CONCRETE (TEXTURED PAVING) M2 250.0000 60,000.00 0.000 0.00 75 MISCELLANEOUS IRON AND STEEL KG 10.0000 1,480.00 0.000 0.00 F) 76 CONCRETE BARRIER (TYPE 27A MODIFIED) M 260.0000 90,220.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 06/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-263414 TIME 08:02 AM ESTIMATE NO. 02 BID OPENING 11/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: BAL BAHADUR PAUL DATE OF THIS ESTIMATE 06/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CONCRETE BARRIER (TYPE 27SV) M 280.0000 305,200.00 0.000 0.00 78 CONCRETE BARRIER (TYPE 27 MODIFIED) M 260.0000 34,320.00 0.000 0.00 79 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 0.000 0.00 S) 80 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 3,760.00 0.000 0.00 S) (SPRAYABLE) 81 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 2,540.00 0.000 0.00 S) 82 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 2,130.00 0.000 0.00 S) 83 MODIFY LIGHTING AND MONITORING STATION LS 60,000.0000 60,000.00 0.050 3,000.00 S) 84 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 85 TYPE III BARRICADE EA 50.0000 1,800.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 06/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-263414 TIME 08:02 AM ESTIMATE NO. 02 BID OPENING 11/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: BAL BAHADUR PAUL DATE OF THIS ESTIMATE 06/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 393,754.50 920,907.28 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 393,754.50 920,907.28 86 MOBILIZATION LS 440,000.0000 440,000.00 0.200 88,000.00 0.950 418,000.00 ORIGINAL CONTRACT AMOUNT 4,465,820.75 TOTAL WORK COMPLETED 481,754.50 1,338,907.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 481,754.50 1,338,907.28 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 01/16/04 490 02/02/04 00/00/00 03/24/05 47 0 0 47 30% 0% PROGRESS IS SATISFACTORY *** SUSPENDED ON 02/01/04. BAL BAHADUR PAUL RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/04