My WebLink
|
Help
|
About
|
Sign Out
Home
Agenda - Council - 10/27/1992
Ramsey
>
Public
>
Agendas
>
Council
>
1992
>
Agenda - Council - 10/27/1992
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/7/2025 9:03:02 AM
Creation date
2/25/2004 9:46:59 AM
Metadata
Fields
Template:
Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
10/27/1992
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
119
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
I <br />,I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> <br />Sanitary <br /> <br />705 ft. <br /> 3 ea. <br /> 6 ft. <br /> 16 ea. <br />580 ft. <br /> <br />Watermain <br /> <br />720 ft. <br /> 2 ea. <br /> 2 ea. <br />580 ft. <br /> 16 ea. <br /> 16 ea. <br />200 lb. <br /> <br />Street <br /> <br /> TABLE 1 <br />ESTIMATED CONSTRUCTION <br /> <br />Sewer ~Construction Costs <br /> <br />8" PVC Sanitary Sewer <br />48"i manhole w/existing 0-8' <br />Excess manhole depth <br />Service wyes 8 x 4 <br />Se~ice pipe 4" PVC <br /> <br />Con;struction Costs <br /> <br />6" Ductile iron pipe <br />Hydrants <br />6" Gate valve w/box <br />1" Copper service <br />1" ~orp stop <br />1" Curb stop w/box <br />Ductile iron fittings <br /> <br />Construction Storm Sewer Costs <br /> <br /> 7 RS <br />525 tn. <br />300 tn. <br />1500 If. <br />3000 sq. yd. <br />Lump Sum <br /> 170 lf. <br /> I ea. <br /> 1 ea. <br /> 4 cu.yd. <br /> <br />Subgrade Preparation <br />Class V Aggregate <br />Bitflminous wear course Type 41 <br />Surmountable concrete curb <br />Sod restoration <br />Driveway restoration <br />15"i RCP Class V <br />15"i Apron with trash guard <br />St~dard catchbasin <br />Riprap with geotexfile <br /> <br />TABLE 2 <br /> <br />TOTAL PROJECT COST <br /> <br />Construction Cost <br />alineering @ 10% <br />ng and Inspection @ 7% <br />Fiscal and Legal @ 3% <br />Con. tingencies @ 5% <br />Administration @ 5% <br /> Total Project Cost: <br /> <br />COSTS <br /> <br />10/If. <br />965/ea. <br />68/If. <br />22/ea. <br />6/If. <br /> <br /> 10Af. <br />990/ea. <br />302/ea. <br /> 7/1 ft. <br /> 16/ea. <br /> 61/ea. <br /> .81/lb. <br /> <br />76.50/RS <br /> 5.81/tn. <br />22.19/tn. <br /> 4.39/lf. <br /> 2.00/sq.yd. <br /> Lump Sum <br /> 17.00Al <br /> 575/ea. <br /> 600/ea. <br /> 50/cu.yd. <br />Total: <br /> <br />$58,516 <br /> 5,852 <br /> 4,096 <br /> 1,755 <br /> 2,926 <br /> 2,926 <br /> $76,071 <br /> <br />Total <br /> <br />7,050 <br />2,895 <br />4O8 <br />352 <br />3,480 <br /> <br />7,200 <br />1,980 <br />604 <br />4,060 <br />256 <br />976 <br />162 <br /> <br /> 536 <br />3,050 <br />6,657 <br />6,585 <br />6,000 <br />2,000 <br />2,890 <br />575 <br />600 <br />200 <br />58,516 <br /> <br />55 <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.