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HomeMy WebLinkAboutApdxA-EstimateCity of Bakersfield - Northeast Sewer Study Meyer Civil Engineering, Inc. Page A-1 APPENDIX A COST ESTIMATES ProjectPage ALTERNATE 1 - REDBANK ALIGNMENTA-3 ALTERNATE 2 - E. WILSON ROAD ALIGNMENTA-4 ALTERNATE 1 - REDBANK ALIGNMENT - PHASE 1 CONSTRUCTIONA-5 ALTERNATE 1A - REDBANK ALIGNMENT - NO KSA FLOWSA-6 ALTERNATE 3 - 18" BYPASS SEWERA-7 PIPE COSTS - WORKSHEETA-8 ALTERNATIVE COST ESTIMATES INDEX OF COST ESTIMATES NORTHEAST SEWER STUDY Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page A-2Index PRELIMINARY COST ESTIMATE - NORTHEAST SEWER STUDY Date:9/21/2005 ALTERNATE 1 - REDBANK ALIGNMENT File:COB04-010 Prepared By:rdm Item No.Item DescriptionQtyUnitUnit $Item $TOTALS Sewer Improvements 1. Mobilization1LS468900.00 468,900 2. Traffic Control4.5MILE10000.00 44,977 3. Shoulder Backing237STAS150.00 35,622 4. 8" Sewer Installed with Pavement Repair5371LF 56.00 300,776 5. 10" Sewer Installed2640LF 32.00 84,480 6. 10" Sewer Installed with Pavement Repair2642LF 64.00 169,088 7. 12" Sewer Installed2632LF 41.00 107,912 8. 36" Sewer Installed with Pavement Repair7815LF 174.00 1,359,810 9. 42" Sewer Installed5291LF 169.00 894,179 10. 42" Sewer Installed with Pavement Repair7920LF 201.00 1,591,920 11. 72" Sewer Installed12773LF 241.00 3,078,293 12. 48" Unlined Manholes35LF3000.00 105,000 13. 48" Lined Manholes61EA9000.00 549,000 14. 60" Lined Manholes5EA15000.00 75,000 15. 84" Lined Manholes5EA25000.00 125,000 16. Bore and Case for 36" Sewer257LF800.00 205,600 17. Bore and Case for 42" Sewer110LF950.00 104,500 18. Construction Easement (50' Wide)39.4AC5000.00 196,970 19. Crop Replacement1.5AC40000.00 60,000 20. Remove & Replace Fence5280LF55.00 290,400 21. Permanent Right of Way3.6AC20000.00 72,727 Subtotal 9,920,154 Contingency:15 %1,488,023 SUBTOTAL, CONSTRUCTION COSTS:11,408,177 Design Engineering 22. Printing Costs:2,000 23. Design Engineering:6.00%of const.684,491 Subtotal 686,491 Construction Administration 24. Construction Inspection:3.00%of const.342,245 25. Soils Tests & Final Report:1.00%of const.114,082 26. Construction Staking:3.00%of const.342,245 Subtotal 798,572 TOTAL ESTIMATED COST OF PROJECT:12,893,240 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page A-3Alternate 1 PRELIMINARY COST ESTIMATE - NORTHEAST SEWER STUDY Date:9/21/2005 ALTERNATE 2 - E. WILSON ROAD ALIGNMENT File:COB-04-010 Prepared By:rdm Item No.Item DescriptionQtyUnitUnit $Item $TOTALS Sewer Improvements 1. Mobilization1LS549400.00 549,400 2. Traffic Control6.0MILE10000.00 60,282 3. Shoulder Backing318STAS150.00 47,744 4. 8" Sewer Installed2640LF24.00 63,360 5. 8" Sewer Installed with Pavement Repair2655LF56.00 148,680 6. 10" Sewer Installed with Pavement Repair2652LF64.00 169,728 7. 12" Sewer Installed with Pavement Repair5372LF73.00 392,156 8. 15" Sewer Installed with Pavement Repair2685LF82.00 220,170 9. 36" Sewer Installed with Pavement Repair5102LF174.00 887,748 10. 42" Sewer Installed7920LF169.00 1,338,480 11. 42" Sewer Installed with Pavement Repair13363LF201.00 2,685,963 12. 72" Sewer Installed12773LF241.00 3,078,293 13. 48" Unlined Manholes36EA3000.00 108,000 14. 48" Lined Manholes58EA9000.00 522,000 15. 60" Lined Manholes12EA15000.00 180,000 16. 84" Lined Manholes4EA25000.00 100,000 17. Bore and Case for 36" Sewer257LF800.00 205,600 18. Bore and Case for 42" Sewer160LF950.00 152,000 19. Replace Curb & Gutter3300LF15.00 49,500 20. Crop Replacement1.5AC40000.00 60,000 21. Construction Easement (50' Wide)45.5AC5000.00 227,273 22. Remove & Replace Fence5280LF55.00 290,400 23. Permanent Right of Way2.7AC20000.00 54,545 Subtotal 11,591,322 Contingency:15 %1,738,698 SUBTOTAL, CONSTRUCTION COSTS:13,330,020 Design Engineering 24. Printing Costs:2,000 25. Design Engineering:6.00%of const.799,801 Subtotal 801,801 Construction Administration 26. Construction Inspection:3.00%of const.399,901 27. Soils Tests & Final Report:1.00%of const.133,300 28. Construction Staking:3.00%of const.399,901 Subtotal 933,101 TOTAL ESTIMATED COST OF PROJECT:15,064,923 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page A-4Alternate 2 PRELIMINARY COST ESTIMATE - NORTHEAST SEWER STUDY Date:9/21/2005 ALTERNATE 1 - REDBANK ALIGNMENT - PHASE 1 CONSTRUCTION File:COB04-010 Prepared By:rdm Item No.Item DescriptionQtyUnitUnit $Item $TOTALS Sewer Improvements 1. Mobilization1LS432300.00 432,300 2. Traffic Control3.0MILE10000.00 30,000 3. Shoulder Backing157STAS150.00 23,603 4. 36" Sewer Installed with Pavement Repair7815LF 174.00 1,359,810 5. 42" Sewer Installed5291LF 169.00 894,179 6. 42" Sewer Installed with Pavement Repair7920LF 201.00 1,591,920 7. 72" Sewer Installed12773LF 241.00 3,078,293 8. 48" Lined Manholes73EA9000.00 657,000 9. 60" Lined Manholes5EA15000.00 75,000 10. 84" Lined Manholes5EA25000.00 125,000 11. Bore and Case for 36" Sewer257LF800.00 205,600 12. Bore and Case for 42" Sewer110LF950.00 104,500 13. Crop Replacement1.5AC40000.00 60,000 14. Construction Easement (50' Wide)30.3AC5000.00 151,515 15. Remove & Replace Fence5280LF55.00 290,400 16. Permanent Right of Way3.6AC20000.00 72,727 Subtotal 9,151,847 Contingency:15 %1,372,777 SUBTOTAL, CONSTRUCTION COSTS:10,524,624 Design Engineering 17. Printing Costs:2,000 18. Design Engineering:6.00%of const.631,477 Subtotal 633,477 Construction Administration 19. Construction Inspection:3.00%of const.315,739 20. Soils Tests & Final Report:1.00%of const.105,246 21. Construction Staking:3.00%of const.315,739 Subtotal 736,724 TOTAL ESTIMATED COST OF PROJECT:11,894,825 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page A-5Alternate 1 Phase 1 PRELIMINARY COST ESTIMATE - NORTHEAST SEWER STUDY Date:9/21/2005 ALTERNATE 1A - REDBANK ALIGNMENT - NO KSA FLOWS File:COB04-010 Prepared By:rdm Item No.Item DescriptionQtyUnitUnit $Item $TOTALS Sewer Improvements 1. Mobilization1LS418900.00 418,900 2. Traffic Control3.0MILE10000.00 30,000 3. Shoulder Backing157STAS150.00 23,603 4. 36" Sewer Installed with Pavement Repair7815LF174.00 1,359,810 5. 42" Sewer Installed5291LF169.00 894,179 6. 42" Sewer Installed with Pavement Repair7920LF201.00 1,591,920 7. 66" Sewer Installed12773LF220.00 2,810,060 8. 48" Lined Manholes73EA9000.00 657,000 9. 60" Lined Manholes5EA15000.00 75,000 10. 84" Lined Manholes5EA25000.00 125,000 11. Bore and Case for 36" Sewer257LF800.00 205,600 12. Bore and Case for 42" Sewer110LF950.00 104,500 13. Crop Replacement1.5AC40000.00 60,000 14. Construction Easement (50' Wide)30.3AC5000.00 151,515 15. Remove & Replace Fence5280LF55.00 290,400 16. Permanent Right of Way3.6AC20000.00 72,727 Subtotal 8,870,214 Contingency:15 %1,330,532 SUBTOTAL, CONSTRUCTION COSTS:10,200,746 Design Engineering 17. Printing Costs:2,000 18. Design Engineering:6.00%of const.612,045 Subtotal 614,045 Construction Administration 19. Construction Inspection:3.00%of const.306,022 20. Soils Tests & Final Report:1.00%of const.102,007 21. Construction Staking:3.00%of const.306,022 Subtotal 714,052 TOTAL ESTIMATED COST OF PROJECT:11,528,843 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page A-6No KSA PRELIMINARY COST ESTIMATE - NORTHEAST SEWER STUDY Date:9/21/2005 ALTERNATE 3 - 18" BYPASS SEWER File:COB04-010 Prepared By:rdm Item No.Item DescriptionQtyUnitUnit $Item $TOTALS Sewer Improvements 1. Mobilization1LS104500.00 104,500 2. Traffic Control3.1MILE10000.00 31,402 3. Shoulder Backing166STAS150.00 24,870 4. 18" Sewer Installed with Pavement Repair16580LF97.00 1,608,260 5. 48" Lined Manholes31EA9000.00 279,000 6. Bore and Case for 18" Sewer130LF400.00 52,000 7. Construction Easement (50' Wide)19.0AC5000.00 95,156 Subtotal 2,195,188 Contingency:15 %329,278 SUBTOTAL, CONSTRUCTION COSTS:2,524,466 Design Engineering 7. Printing Costs:500 8. Design Engineering:6.00%of const.151,468 Subtotal 151,968 Construction Administration 9. Construction Inspection:3.00%of const.75,734 10. Soils Tests & Final Report:1.00%of const.25,245 11. Construction Staking:3.00%of const.75,734 Subtotal 176,713 TOTAL ESTIMATED COST OF PROJECT:2,853,147 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page A-718" Bypass PI P E C O S T W O R K S H E E T F O R E S T I M A T E S Tr e n c h S i d e s l o p e s : 0 . 7 5 t o 1 A. B . T h i c k n e s s : 0 . 4 0 f t A. C . T h i c k n e s s : 0 . 4 5 f t Ma x W i d t h = 1 3 f e e t 20 % PI P E SI Z E , IN PI P E OD , F T CO V E R , F T EX C A V A T I ON , C Y $/ C Y BA C K F I L L , C Y $/ C Y A . B . $ / C Y A. C . (T O N ) $/ T O N PI P E SI Z E PI P E CO S T AD J U S T E D IN S T A L L E X C B F A B A C SAW CUTTOTAL UNPAVE DTOTAL PAVED 8 0 . 7 5 6 1 . 7 0 4 1 . 6 5 5 0 . 1 9 4 0 0 . 4 2 5 5 8 1 1 . 0 0 7. 6 1 1 . 5 2 6. 8 1 8 . 2 7 7 . 7 0 2 3 . 3 3 1 . 0 0 2 4 . 2 2 56.25 10 0 . 8 9 6 . 5 2 . 0 3 4 1 . 9 7 5 0 . 1 9 4 0 0 . 4 2 5 5 1 0 1 3 . 0 0 11 . 8 4 2 . 3 7 8. 1 4 9 . 8 6 7 . 7 0 2 3 . 3 3 1 . 0 0 3 2 . 2 1 64.24 12 1 . 0 8 7 2 . 4 4 4 2 . 3 5 5 0 . 1 9 4 0 0 . 4 2 5 5 1 2 1 6 . 0 0 16 . 0 7 3 . 2 1 9. 7 4 1 1 . 7 6 7 . 7 0 2 3 . 3 3 1 . 0 0 4 0 . 8 0 72.83 15 1 . 3 5 7 2 . 6 6 4 2 . 5 5 5 0 . 1 9 4 0 0 . 4 2 5 5 1 5 1 9 . 0 0 22 . 4 2 4 . 4 8 10 . 6 5 1 2 . 7 3 7 . 7 0 2 3 . 3 3 1 . 0 0 5 0 . 2 9 82.32 18 1 . 9 2 7 . 5 3 . 4 8 4 3 . 2 8 5 0 . 1 9 4 0 0 . 4 2 5 5 1 8 2 3 . 0 0 28 . 7 7 5 . 7 5 13 . 9 3 1 6 . 3 8 7 . 7 0 2 3 . 3 3 1 . 0 0 6 4 . 8 4 96.87 21 2 . 2 5 8 4 . 1 5 4 3 . 8 8 5 0 . 1 9 4 0 0 . 4 2 5 5 2 1 2 7 . 0 0 35 . 1 2 7 . 0 2 16 . 6 1 1 9 . 4 1 7 . 7 0 2 3 . 3 3 1 . 0 0 7 8 . 1 5 110.18 24 2 . 6 3 8 . 5 4 . 9 4 4 4 . 5 8 5 0 . 1 9 4 0 0 . 4 2 5 5 2 4 3 0 . 0 0 41 . 4 6 8 . 2 9 19 . 7 5 2 2 . 9 2 7 . 7 0 2 3 . 3 3 1 . 0 0 9 2 . 4 2 124.45 30 3 . 2 1 9 6 . 0 5 4 5 . 5 4 5 0 . 1 9 4 0 0 . 4 2 5 5 3 0 6 5 . 0 0 54 . 1 6 1 0 . 8 3 24 . 1 8 2 7 . 7 2 7 . 7 0 2 3 . 3 3 1 . 0 0 1 1 6 . 8 9 148.92 36 3 . 7 9 9 . 5 7 . 2 6 4 6 . 5 9 5 0 . 1 9 4 0 0 . 4 2 5 5 3 6 7 7 . 0 0 66 . 8 5 1 3 . 3 7 29 . 0 6 3 2 . 9 6 7 . 7 0 2 3 . 3 3 1 . 0 0 1 4 2 . 2 4 174.27 42 4 . 3 8 1 0 8 . 6 1 4 7 . 7 4 5 0 . 1 9 4 0 0 . 4 2 5 5 4 2 8 6 . 0 0 79 . 5 5 1 5 . 9 1 34 . 4 4 3 8 . 6 8 7 . 7 0 2 3 . 3 3 1 . 0 0 1 6 8 . 5 8 200.61 48 4 . 9 6 8 7 . 5 3 4 6 . 4 3 5 0 . 1 9 4 0 0 . 4 2 5 5 4 8 9 8 . 0 0 92 . 2 4 1 8 . 4 5 30 . 1 1 3 2 . 1 6 7 . 7 0 2 3 . 3 3 1 . 0 0 1 7 2 . 9 5 204.98 54 5 . 5 4 6 6 . 4 9 4 5 . 1 5 5 0 . 1 9 4 0 0 . 4 2 5 5 5 4 1 0 8 . 0 0 10 4 . 9 4 2 0 . 9 9 25 . 9 8 2 5 . 7 6 7 . 7 0 2 3 . 3 3 1 . 0 0 1 7 7 . 6 6 209.69 60 6 . 1 3 6 7 . 2 9 4 5 . 6 7 5 0 . 1 9 4 0 0 . 4 2 5 5 6 0 1 1 8 . 0 0 11 7 . 6 3 2 3 . 5 3 29 . 1 6 2 8 . 3 6 7 . 7 0 2 3 . 3 3 1 . 0 0 1 9 8 . 6 8 230.71 66 6 . 7 1 6 8 . 1 2 4 6 . 2 0 5 0 . 1 9 4 0 0 . 4 2 5 5 6 6 1 2 6 . 0 0 13 0 . 3 3 2 6 . 0 7 32 . 4 7 3 1 . 0 0 7 . 7 0 2 3 . 3 3 1 . 0 0 2 1 9 . 8 6 251.89 72 7 . 3 6 9 . 0 0 4 6 . 7 6 5 0 . 1 9 4 0 0 . 4 2 5 5 7 2 1 3 5 . 0 0 14 3 . 0 2 2 8 . 6 0 36 . 0 1 3 3 . 7 9 7 . 7 0 2 3 . 3 3 1 . 0 0 2 4 1 . 4 2 273.45 PI P E SI Z E PI P E CO S T 8 7 . 6 1 10 1 1 . 8 4 12 1 6 . 0 7 15 2 2 . 4 2 18 2 8 . 7 7 21 3 5 . 1 2 24 4 1 . 4 6 30 5 4 . 1 6 36 6 6 . 8 5 42 7 9 . 5 5 48 9 2 . 2 4 54 1 0 4 . 9 4 60 1 1 7 . 6 3 66 1 3 0 . 3 3 72 1 4 3 . 0 2 TR E N D L I N E C O S T P E R F O O T TR E N C H I N G V O L U M E S R E S U R F A C I N G BA R E P I P E C O S T S 020406080 10 0 12 0 14 0 16 0 0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 SI Z E , I N C H E S COST PER FOOT Ac t u a l Li n e a r ( A c t u a l ) Me y e r Ci v i l E n g i n e e r i n g , I n c . 1 1 0 S . M o n t c l a i r S t # 1 0 4 , B a k e r s f i e l d , C A 9 3 3 0 9 Pa g e A - 8 PIPE COSTS