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WWPT#3 TRUNK SEWER CAPACITY
STUDY
Preliminary Cost Estimate
City of Bakersfield
Department of Public Works WWTP#3 Trunk Sewer Capacity Preliminary Cost Estimate
Meyer Civil Engineering, Inc.E-1
PRELIMINARY COST ESTIMATE - New McCutchen Road Parallel Trunk Sewer Date:4/8/2014
File:COB-13-007
Prepared By:SCB
Item No.Item Description Qty Unit Unit $Item $TOTALS
General Construction
1. Mobilization 1 LS 532000.00 532,000
2. Storm Water Pollution Prevention Plan 1 LS 10000.00 10,000
3. Traffic Control 1 LS 98000.00 98,000
4. Clearing and Grubbing 1 LS 6500.00 6,500
5. Finishing Roadway 1 LS 13100.00 13,100
McCutchen Rd. Parallel Trunk Sewer
6. 24" Sewer, 22' Deep 210 LF 135.00 28,350
7. 30" Sewer, Between 20'-25' Deep 1500 LF 150.00 225,000
8. 36" Sewer, Between 15'-20' Deep 4800 LF 160.00 768,000
9. 42" Sewer, Between 10'-15' Deep 3750 LF 180.00 675,000
10. 42" Sewer, Between 15'-20' Deep 4300 LF 190.00 817,000
11. 42" Sewer, Between 20'-25' Deep 1700 LF 200.00 340,000
12. 48" Sewer, Between 20'-25' Deep 2500 LF 275.00 687,500
13. 42" Sewer Bore in Casing 400 LF 800.00 320,000
14. 36" Sewer Manhole, Between 20'-25' Deep 15 EA 6000.00 90,000
15. 36" Sewer Manhole, Between 15'-20' Deep 3 EA 5000.00 15,000
16. 48" Sewer Manhole, Between 15'-20' Deep 13 EA 8000.00 104,000
17. 48" Sewer Manhole, Between 20'-25' Deep 7 EA 10000.00 70,000
18. 48" Sewer Manhole, Between 25'-30' Deep 8 EA 12000.00 96,000
19. 60" Sewer Manhole, 30' Deep 1 EA 16000.00 16,000
20. 72" Junction Manhole, 30' Deep 1 LS 20000.00 20,000
21. 96" Diversion Manhole, 25' Deep 1 LS 20000.00 20,000
22. Pavement Removal and Repair 190500 SF 10.00 1,905,000
23. Permanent R/W Acquisition (30' R/W)11.2 AC 30000.00 336,000
Subtotal 7,192,450
Contingency:15%1,078,868
SUBTOTAL, CONSTRUCTION COSTS:8,271,318
Design Engineering
24. Printing Costs:2,000
25. Resolve Utility Conflicts 1.00%of const.82,713
26. Design Engineering:1 LS 504,600.00 504,600
Subtotal 589,313
Construction Administration
27. Construction Inspection:5.00%of const.413,566
28. Soils Tests & Final Report:1.00%of const.82,713
29. Construction Staking:3.00%of const.248,140
Subtotal 744,419
TOTAL ESTIMATED COST OF PROJECT:9,605,000$
City of Bakersfield
Department of Public Works WWTP#3 Trunk Sewer Capacity Preliminary Cost Estimate
Meyer Civil Engineering, Inc.E-2
PRELIMINARY COST ESTIMATE - Allen Road Trunk Sewer Improvements Date:4/8/2014
File:COB-13-007
Prepared By:SCB
Item No.Item Description Qty Unit Unit $Item $TOTALS
General Construction
1. Mobilization 1 LS 131800.00 131,800
2. Storm Water Pollution Prevention Plan 1 LS 8000.00 8,000
3. Traffic Control 1 LS 24300.00 24,300
4. Clearing and Grubbing 1 LS 1600.00 1,600
5. Finishing Roadway 1 LS 3200.00 3,200
Allen Rd. Trunk Sewer Improvements
6. Remove 15" Sewer and Construct 18" Sewer 800 LF 135.00 108,000
7. Remove 15" Sewer and Construct 24" Sewer 1700 LF 150.00 255,000
8. Pavement Removal and Repair 75000 SF 10.00 750,000
9. Temporary Bypass Pumping 1 LS 5000.00 5,000
10. Exist. Lift Station Expansion 1 LS 500000.00 500,000
Subtotal 1,786,900
Contingency:15%268,035
SUBTOTAL, CONSTRUCTION COSTS:2,054,935
Design Engineering
11. Printing Costs:2,000
12. Resolve Utility Conflicts 1.00%of const.20,549
13. Design Engineering:1 LS 125,400.00 125,400
Subtotal 147,949
Construction Administration
14. Construction Inspection:5.00%of const.102,747
15. Soils Tests & Final Report:1.00%of const.20,549
16. Construction Staking:3.00%of const.61,648
Subtotal 184,944
TOTAL ESTIMATED COST OF PROJECT:2,400,000$
City of Bakersfield
Department of Public Works WWTP#3 Trunk Sewer Capacity Preliminary Cost Estimate
Meyer Civil Engineering, Inc.E-3
PRELIMINARY COST ESTIMATE - Buena Vista Rd. and White Ln. Diversion Manhole Date:4/8/2014
File:COB-13-007
Prepared By:SCB
Item No.Item Description Qty Unit Unit $Item $TOTALS
General Construction
1. Mobilization 1 LS 3100.00 3,100
2. Traffic Control 1 LS 5000.00 5,000
3. Finishing Roadway 1 LS 1250.00 1,250
Buena Vista Road and White Lane Diversion Manhole
4. Buena Vista Road and White Lane Diversion Manhole 1 LS 25000.00 25,000
Subtotal 34,350
Contingency:15%5,153
SUBTOTAL, CONSTRUCTION COSTS:39,503
Design Engineering
5. Printing Costs:2,000
6. Resolve Utility Conflicts 1.00%of const.395
7. Design Engineering:1 LS 5,900.00 5,900
Subtotal 8,295
Construction Administration
8. Construction Inspection:5.00%of const.1,975
9. Soils Tests & Final Report:1.00%of const.395
10. Construction Staking:3.00%of const.1,185
Subtotal 3,555
TOTAL ESTIMATED COST OF PROJECT:51,400$
City of Bakersfield
Department of Public Works WWTP#3 Trunk Sewer Capacity Preliminary Cost Estimate
Meyer Civil Engineering, Inc.E-4