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 09/26/05 EST. NO.16 TIME 07:43 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 --------------------------------------------------------------------------- 001 0081 46.57 E.W. @ F.A.(+) 040805 N 024 0 0082 383.72 012505 N 0002 0 0083 144.01 012505 N 0004 0 0084 95.92 032305 N 0010 0 0085 50.44 031605 N 0012 0 0086 100.88 020705 N 0008 0 0087 284.76 021605 N 0020 0 0088 211.43 032405 N 0021 0 0089 134.38 032205 N 000180 0090 472.12 042205 N 082 0 0092 271.39 033105 N 073 0 0093 271.39 033005 N 072 0 0094 54.28 032505 N 071 0 0095 81.42 031805 N 070 0 0096 139.03 031705 N 069 0 0097 1,673.06 040505 N 075 0 0098 3,578.80 031405 N 068 0 0099 52.66 012005 N 059 0 002 0016 372.95 E.W. @ F.A.(+) 051705 N 002A 0 004 0001 10,000.00 A.C. @ L.S.(+) 091304 N 001 0 007 0009 666.45 E.W. @ F.A.(+) 010505 N 0002 0 0010 235.85 042605 N 0012 0 0011 336.94 042005 N 0010 0 008 0003 256.95 E.W. @ F.A.(+) 121004 N 0002 0 009 0001 11,500.00 E.W. @ L.S.(+) 052605 N 001 0 31,415.40 TOTAL THIS ESTIMATE 157,702.79 TOTAL PREVIOUS ESTIMATE 189,118.19 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 09/26/05 EST. NO.16 TIME 07:43 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 09/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-263414 TIME 07:43 AM ESTIMATE NO. 16 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 09/20/05 R.E. NAME: BAL BAHADUR PAUL DATE OF THIS ESTIMATE 09/26/05 LOCATION PROGRESS ESTIMATE 10-SJ-5-27.0/27.9 ----------------- VIKING CONSRUCTION IN SAN JOAQUIN COUNTY IN STOCKTON P.O.BOX 1508 FROM 0.5 KM NORTH OF STOCKTON RANCHO CORDOVA CA 95741-1508 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 1.000 2,500.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 1.000 15,000.00 03 CONSTRUCTION AREA SIGNS LS 2,500.0000 2,500.00 1.000 2,500.00 04 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 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 1.000 20,000.00 S) 07 TEMPORARY RAILING (TYPE K) M 80.0000 130,400.00 1,798.000 143,840.00 S) 08 TEMPORARY CRASH CUSHION MODULE EA 350.0000 14,700.00 13.000 4,550.00 55.000 19,250.00 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 1,320.000 19,800.00 S) 11 REMOVE FLARED END SECTION EA 10.0000 50.00 1.000 10.00 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 1,098.920 21,978.40 16 REMOVE CULVERT M 100.0000 1,900.00 19.000 1,900.00 17 REMOVE INLET EA 200.0000 1,000.00 5.000 1,000.00 18 REMOVE CONCRETE WINGWALL M3 250.0000 2,000.00 8.000 2,000.00 19 RECONSTRUCT CHAIN LINK FENCE M 100.0000 1,800.00 102.000 10,200.00 20 RELOCATE ROADSIDE SIGN EA 250.0000 500.00 2.000 500.00 21 ADJUST WATER VALVE COVER TO GRADE EA 300.0000 1,200.00 4.000 1,200.00 22 ADJUST MANHOLE TO GRADE EA 500.0000 500.00 1.000 500.00 PROGRAM CAS145 PAGE 2 DATE 09/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-263414 TIME 07:43 AM ESTIMATE NO. 16 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 09/20/05 R.E. NAME: BAL BAHADUR PAUL DATE OF THIS ESTIMATE 09/26/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 74.000 7,400.00 32 ROADWAY EXCAVATION (TYPE Z-2) M3 150.0000 42,000.00 280.000 42,000.00 (AERIALLY DEPOSITED LEAD) 33 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 34 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 23,400.00 234.000 23,400.00 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 25.000 3,750.00 F) (AERIALLY DEPOSITED LEAD) 37 STRUCTURE BACKFILL (BRIDGE) M3 85.0000 22,695.00 267.000 22,695.00 F) 38 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 43,530.00 1,451.000 43,530.00 F) 39 HIGHWAY PLANTING LS 25,000.0000 25,000.00 1.000 25,000.00 S) 40 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.080 400.00 0.160 800.00 S) 41 IRRIGATION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 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 37,500.00 101.000 25,250.00 44 ASPHALT CONCRETE (TYPE B) TONN 60.0000 22,200.00 376.300 22,578.00 45 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 44,440.00 1,979.260 43,543.72 AREA) 46 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 300.0000 2,100.00 7.000 2,100.00 47 FURNISH PILING (CLASS 625) M 60.0000 10,440.00 174.000 10,440.00 48 DRIVE PILE (CLASS 625) EA 1,800.0000 14,400.00 8.000 14,400.00 S) 49 FURNISH PILING (CLASS 625C) M 60.0000 29,340.00 489.000 29,340.00 PROGRAM CAS145 PAGE 3 DATE 09/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-263414 TIME 07:43 AM ESTIMATE NO. 16 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 09/20/05 R.E. NAME: BAL BAHADUR PAUL DATE OF THIS ESTIMATE 09/26/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 24.000 43,200.00 S) 51 FURNISH PILING (CLASS 400C) M 60.0000 23,760.00 396.000 23,760.00 52 DRIVE PILE (CLASS 400C) EA 1,800.0000 45,000.00 25.000 45,000.00 S) 53 FURNISH PILING (CLASS 400) M 60.0000 8,340.00 139.000 8,340.00 54 DRIVE PILE (CLASS 400) EA 1,800.0000 14,400.00 8.000 14,400.00 S) 55 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 202,400.00 2,530.000 202,400.00 S) PILING (BARRIER) 56 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 1.000 50,000.00 S) 57 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 750.0000 51,750.00 69.000 51,750.00 F) 58 STRUCTURAL CONCRETE, BRIDGE M3 968.0000 410,432.00 424.000 410,432.00 F) 59 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 366,850.00 734.000 403,700.00 F) 60 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 45,100.00 41.000 45,100.00 F) (TYPE N MODIFIED) 61 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 8,460.00 4.700 8,460.00 F) 62 MINOR CONCRETE (BACKFILL) M3 170.0000 510.00 3.000 510.00 F) 63 DRILL AND BOND DOWEL M 75.0000 9,975.00 136.000 10,200.00 64 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 185.0000 794,760.00 4,296.000 794,760.00 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 45,540.000 79,695.00 SF) 67 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2500 61,353.75 49,083.220 61,354.03 SF) 68 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 150.00 1.000 150.00 METHOD) 69 450 MM REINFORCED CONCRETE PIPE M 120.0000 1,680.00 14.000 1,680.00 (CLASS II) 70 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 100.0000 1,400.00 14.000 1,400.00 (1.63 MM THICK) 71 ROCK SLOPE PROTECTION M3 300.0000 2,100.00 7.000 2,100.00 (BACKING NO. 1, METHOD B) 72 SLOPE PAVING (CONCRETE) M3 1,600.0000 49,600.00 31.000 49,600.00 F) 73 ROCK SLOPE PROTECTION FABRIC M2 10.0000 200.00 20.000 200.00 74 MINOR CONCRETE (TEXTURED PAVING) M2 250.0000 60,000.00 240.000 60,000.00 75 MISCELLANEOUS IRON AND STEEL KG 10.0000 1,480.00 148.000 1,480.00 F) 76 CONCRETE BARRIER (TYPE 27A MODIFIED) M 260.0000 90,220.00 347.000 90,220.00 F) PROGRAM CAS145 PAGE 4 DATE 09/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-263414 TIME 07:43 AM ESTIMATE NO. 16 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 09/20/05 R.E. NAME: BAL BAHADUR PAUL DATE OF THIS ESTIMATE 09/26/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,090.000 305,200.00 78 CONCRETE BARRIER (TYPE 27 MODIFIED) M 260.0000 34,320.00 132.000 34,320.00 79 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 1.000 3,000.00 S) 80 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 3,760.00 7,520.000 3,760.00 S) (SPRAYABLE) 81 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 2,540.00 1,270.000 2,540.00 S) 82 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 2,130.00 710.000 2,130.00 S) 83 MODIFY LIGHTING AND MONITORING STATION LS 60,000.0000 60,000.00 1.000 60,000.00 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 36.000 1,800.00 PROGRAM CAS145 PAGE 5 DATE 09/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-263414 TIME 07:43 AM ESTIMATE NO. 16 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 09/20/05 R.E. NAME: BAL BAHADUR PAUL DATE OF THIS ESTIMATE 09/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,950.00 4,005,401.15 ADJUSTMENT OF COMPENSATION 10,000.00 10,000.00 EXTRA WORK 21,415.40 179,118.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 36,365.40 4,194,519.34 86 MOBILIZATION LS 440,000.0000 440,000.00 1.000 440,000.00 ORIGINAL CONTRACT AMOUNT 4,465,820.75 TOTAL WORK COMPLETED 36,365.40 4,634,519.34 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 36,365.40 4,634,519.34 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 04/29/04 04/29/04 07/20/05 289 27 0 76 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY BAL BAHADUR PAUL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/26/05