Recycling Treated Municipal Wastewater for Industrial Water Use
Recycling Treated Municipal Wastewater for Industrial Water Use Recycling Treated Municipal Wastewater for Industrial Water Use
Crew Costs (with O&P) St. Paul Present Cost Total Cost Description Qty Cost/hr Index * Index ($/hr) Source Notes Pipe Trench - Excavate, lay, backfill, compact crane operator 1 $ 51.00 103.4% 100% $ 52.74 Means 2006 equipment oiler 1 $ 49.35 103.4% 100% $ 51.03 Means 2006 common building laborer 2 $ 42.65 103.4% 100% $ 88.21 Means 2006 foreman 1 $ 54.30 103.4% 100% $ 56.15 Means 2006 Total Traffic Control $ 248.13 common building laborer 1 $ 42.65 103.4% 100% $ 44.11 Means 2006 Total * Installation Index $ 44.11 Transmission Main cost estimator_PVC_2007_FINAL.xls, crew_costs Page 1 of 1 3/30/2007 2:52 PM
Water Reuse Pipe Line Construction Cost Pipe Material: Ductile Iron Start Sta. End Sta. length diameter (in) start depth (ft) end depth (ft) X Hor.: 1 Vert. depth of vertical cut at bottom average depth (ft) design parameter key upstream MH diameter trench bottom width (ft) trench top width (ft) pavement width cut (ft) Curb replacement (ea) Walk replacement (ftwidth) sod replacement width (ft) seeding width (ft) traffic control personnel Urban Applications 0 550 550 30 8 8 1 10 8.865 11 5 8 8.0 0 0 0 10 0 1 0 0 $192.48 550 600 50 30 8 8 1 10 8.865 11 5 8 8.0 6 1 0 0 0 1 0 0 $229.79 Weighted Average $195.59 600 1150 550 36 8 8 1 10 9.010 12 6 8 8.0 0 0 0 10 0 1 0 0 $237.65 1150 1200 50 36 8 8 1 10 9.010 12 6 8 8.0 6 1 0 0 0 1 0 0 $274.96 Weighted Average $240.76 1200 1750 550 42 8 8 1 10 9.156 13 6 8 8.0 0 0 0 10 0 1 0 0 $291.58 1750 1800 50 42 8 8 1 10 9.156 13 6 8 8.0 6 1 0 0 0 1 0 0 $328.89 Weighted Average $294.69 1800 2350 550 48 8 8 1 10 9.302 14 7 10 10.0 0 0 0 10 0 1 0 0 $369.80 2350 2400 50 48 8 8 1 10 9.302 14 7 10 10.0 6 1 0 0 0 1 0 0 $407.12 Weighted Average $372.91 2400 2950 550 54 8 8 1 10 9.448 15 7 10 10.0 0 0 0 10 0 1 0 0 $430.46 2950 3000 50 54 8 8 1 10 9.448 15 7 10 10.0 6 1 0 0 0 1 0 0 $467.77 Weighted Average $433.57 3000 3550 550 60 8 8 1 10 9.594 16 8 12 12.0 0 0 0 10 0 1 0 0 $491.26 3550 3600 50 60 8 8 1 10 9.594 16 8 12 12.0 6 1 0 0 0 1 0 0 $528.57 Weighted Average $494.37 Rural Applications: 0 600 600 30 8 8 1 10 8.865 11 5 8 8.0 0 0 0 0 10 0 0 0 $179.54 0 600 600 36 8 8 1 10 9.010 12 6 8 8.0 0 0 0 0 10 0 0 0 $223.57 0 600 600 42 8 8 1 10 9.156 13 6 8 8.0 0 0 0 0 10 0 0 0 $277.03 0 600 600 48 8 8 1 10 9.302 14 7 10 10.0 0 0 0 0 10 0 0 0 $352.53 0 600 600 54 8 8 1 10 9.448 15 7 10 10.0 0 0 0 0 10 0 0 0 $412.45 0 600 600 60 8 8 1 10 9.594 16 8 12 12.0 0 0 0 0 10 0 0 0 $469.69 costs do not include: support and/or relocation of utilities permanent easement temporary easement engr and admin costs surveying geotechnical investigation rock excavation contractors mobilization, bonds, overhead and profit tree removal and replacement Transmission Main cost estimator_DIP 2007_FINAL.xls, project_costs Page 1 of 1 3/30/2007 2:53 PM trench support (1=yes) dewatering wells (1=yes) unit cost of pipeline $/ft
- Page 389 and 390: TM3: Recycled Wastewater System Com
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- Page 403 and 404: Table 13 WATER REUSE SYSTEM COST OF
- Page 405 and 406: TM3: Recycled Wastewater System Com
- Page 407 and 408: TM3: Recycled Wastewater System Com
- Page 409 and 410: Cost of Service, $/1000 gallon 1.00
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- Page 417 and 418: TM3: Recycled Wastewater System Com
- Page 419 and 420: Cost of Service, $/1000 gallons 8.0
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- Page 423 and 424: Appendix A Water Reuse Regulatory E
- Page 425 and 426: Table A-1. 2000 California Water Re
- Page 427 and 428: California Department of Health Ser
- Page 429 and 430: Other Media Type Filters Fuzzy Filt
- Page 431 and 432: Appendix B TECHNICAL MEMORANDUM Rec
- Page 433 and 434: Appendix B Reclaimed Water Transmis
- Page 435 and 436: Exhibit 1 Transmission Main Cost To
- Page 437 and 438: Pipe Installation Data (DR 18 PVC P
- Page 439: Equipment Costs (with O&P) Item Des
- Page 443 and 444: Construction Unit Costs Item (2006
- Page 445 and 446: Crew Costs (with O&P) St. Paul Pres
- Page 447 and 448: Capital PROJECT Cost Curves for Rec
- Page 449 and 450: Diam (in) Annual Average Day Flow A
- Page 451 and 452: Diam (in) Annual Average Day Flow A
- Page 453 and 454: Pipe Capital Project Cost, $ Millio
- Page 455 and 456: Pipe Capital Project Cost, $/1000 g
- Page 457 and 458: Capital PROJECT Cost Curves for Rec
- Page 459 and 460: Capital PROJECT Cost Curves for Rec
- Page 461 and 462: Annual Pipe Average Annual Velocity
- Page 463 and 464: Pipe Capital Project Cost, $ Millio
- Page 465 and 466: Exhibit 3 Water Reuse System O&M Co
- Page 467 and 468: Diam (in) Annual Average Day Flow (
- Page 469 and 470: Diam (in) Annual Average Day Flow (
- Page 471 and 472: Diam (in) Annual Average Day Flow (
- Page 473 and 474: Diam (in) Annual Average Day Flow (
- Page 475 and 476: Pumping Cost, $/1000 gallons 0.095
- Page 477 and 478: Water Reuse System Estimated Cost o
- Page 479 and 480: WATER REUSE SYSTEM COST OF SERVICE
- Page 481 and 482: WATER REUSE SYSTEM COST OF SERVICE
- Page 483 and 484: WATER REUSE SYSTEM COST OF SERVICE
- Page 485 and 486: WATER REUSE SYSTEM COST OF SERVICE
- Page 487 and 488: WATER REUSE SYSTEM COST OF SERVICE
- Page 489 and 490: Appendix D-1 Water Reuse System Cos
<strong>Water</strong> Reuse Pipe Line Construction Cost<br />
Pipe Material: Ductile Iron<br />
Start Sta. End Sta. length diameter (in)<br />
start depth (ft)<br />
end depth (ft)<br />
X Hor.: 1 Vert.<br />
depth of vertical cut at<br />
bottom<br />
average depth (ft)<br />
design parameter key<br />
upstream MH diameter<br />
trench bottom width<br />
(ft)<br />
trench top width (ft)<br />
pavement width cut (ft)<br />
Curb replacement (ea)<br />
Walk replacement (ftwidth)<br />
sod replacement width<br />
(ft)<br />
seeding width (ft)<br />
traffic control<br />
personnel<br />
Urban Applications<br />
0 550 550 30 8 8 1 10 8.865 11 5 8 8.0 0 0 0 10 0 1 0 0 $192.48<br />
550 600 50 30 8 8 1 10 8.865 11 5 8 8.0 6 1 0 0 0 1 0 0 $229.79<br />
Weighted Average $195.59<br />
600 1150 550 36 8 8 1 10 9.010 12 6 8 8.0 0 0 0 10 0 1 0 0 $237.65<br />
1150 1200 50 36 8 8 1 10 9.010 12 6 8 8.0 6 1 0 0 0 1 0 0 $274.96<br />
Weighted Average $240.76<br />
1200 1750 550 42 8 8 1 10 9.156 13 6 8 8.0 0 0 0 10 0 1 0 0 $291.58<br />
1750 1800 50 42 8 8 1 10 9.156 13 6 8 8.0 6 1 0 0 0 1 0 0 $328.89<br />
Weighted Average $294.69<br />
1800 2350 550 48 8 8 1 10 9.302 14 7 10 10.0 0 0 0 10 0 1 0 0 $369.80<br />
2350 2400 50 48 8 8 1 10 9.302 14 7 10 10.0 6 1 0 0 0 1 0 0 $407.12<br />
Weighted Average $372.91<br />
2400 2950 550 54 8 8 1 10 9.448 15 7 10 10.0 0 0 0 10 0 1 0 0 $430.46<br />
2950 3000 50 54 8 8 1 10 9.448 15 7 10 10.0 6 1 0 0 0 1 0 0 $467.77<br />
Weighted Average $433.57<br />
3000 3550 550 60 8 8 1 10 9.594 16 8 12 12.0 0 0 0 10 0 1 0 0 $491.26<br />
3550 3600 50 60 8 8 1 10 9.594 16 8 12 12.0 6 1 0 0 0 1 0 0 $528.57<br />
Weighted Average $494.37<br />
Rural Applications:<br />
0 600 600 30 8 8 1 10 8.865 11 5 8 8.0 0 0 0 0 10 0 0 0 $179.54<br />
0 600 600 36 8 8 1 10 9.010 12 6 8 8.0 0 0 0 0 10 0 0 0 $223.57<br />
0 600 600 42 8 8 1 10 9.156 13 6 8 8.0 0 0 0 0 10 0 0 0 $277.03<br />
0 600 600 48 8 8 1 10 9.302 14 7 10 10.0 0 0 0 0 10 0 0 0 $352.53<br />
0 600 600 54 8 8 1 10 9.448 15 7 10 10.0 0 0 0 0 10 0 0 0 $412.45<br />
0 600 600 60 8 8 1 10 9.594 16 8 12 12.0 0 0 0 0 10 0 0 0 $469.69<br />
costs do not include: support and/or relocation of utilities<br />
permanent easement<br />
temporary easement<br />
engr and admin costs<br />
surveying<br />
geotechnical investigation<br />
rock excavation<br />
contractors mobilization, bonds, overhead and profit<br />
tree removal and replacement<br />
Transmission Main cost estimator_DIP 2007_FINAL.xls, project_costs Page 1 of 1 3/30/2007 2:53 PM<br />
trench support (1=yes)<br />
dewatering wells<br />
(1=yes)<br />
unit cost of pipeline<br />
$/ft
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