My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
AG 1995 07 17
CabarrusCountyDocuments
>
Public Meetings
>
Agendas
>
BOC
>
1995
>
AG 1995 07 17
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/25/2002 4:36:51 PM
Creation date
11/27/2017 11:57:35 AM
Metadata
Fields
Template:
Meeting Minutes
Doc Type
Agenda
Meeting Minutes - Date
7/17/1995
Board
Board of Commissioners
Meeting Type
Regular
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
115
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
JOB DESCRIPTION: Stough Road Outfall - 3473 LF JOB LOCATION: Stough Rd.and Pebblestone Dr. Page 2 of 2 <br /> Of 8" Sanitary Sewer <br /> <br /> BID OPENING DATE: June 29, 1995 TIME: 2:00 PM LOCATION: General Services Administration Building <br /> Cabarrun County <br /> <br /> BIDDER :B.R.S. , Inc. :RDR, Inc. {State Util. Contr., Inc.:Dellinger, Inc. <br /> TO~N Richfield, N.C. Stanfield, N.C. {Monroe, N.C. {Monroe, N.C. <br /> N.C. LICERSE NO. 20414 7287 { 17793 : 5992 <br /> 5% BID BOND YES YES ' YES { YES <br /> <br />Item No. Description Quantity { Unit Price Extension { Unit Price Extension { Unit Price Extension { Unit Price Extension <br /> <br />MOBILIZATION 1 LS <br />8" PVC DR 35 0'-6' 746 LP <br />8" PVC DR 35 6'-8' 399 LF <br />B" PVC DR 35 8'-10' 372 LF <br />8" PVC DR 35 10'-12' 544 LF <br />B" PVC DR 35 12'~14' 512 LF <br />8" PVC DR 35 14'-16' 255 LF <br />8" PVC DR 35 16'-18' 78 LF <br />8" PVC, DR 35 18'-20' 88 LF <br />8" PVC, DR 35 20'-22' 118 LF <br />8" DIP, Cl. 350 0'-6' 333 LF <br />4' DIA. MANHOLE 0'-6' 3 EA <br />4' DIA. MANHOLE 6'-8' 2 EA <br />4' DIA. MANHOLE 10'-12' 1 EA <br />4' DIA. MANHOLE 12'-14' 2 EA <br />4' DIA. MANHOLE 14'-16' 1 EA <br />4' DIA. Manhole 20'-22' 1 EA <br />DRY BORE STL. CASING PIPE 28 LF <br />6" SERVICE CONNECTION 2 EA <br />6" CI SOIL PIPE, DRY BORE 60 LF <br />6" CI SOIL PIPE, OPEN CUT 60 LF <br />6" CLF~ OUT 2 EA <br />6" SCHE. 40 PVC, OPEN CUT 60 LF <br />STONE STABILIZATION 600 LF <br />CUT & REPL. ASPH. RD. 18 LF <br />STONE CONST. EMT. 1 EA <br />SILT FENCE 340 LF <br />TI~tP. SED. YRAP8 8 EA <br />TEMP. DIVER. DITCHES 2835 LF <br />STONE DITCH CHECK 1 EA <br />SEEDING & MULCHING 3450 LF <br /> <br /> 1 <br /> 2(a) <br /> (b) <br /> (c) <br /> (d) <br /> (e) <br /> (f) <br /> (g) <br /> (h) <br /> (i) <br /> 3 <br /> 4(a) <br /> (b) <br /> (c) <br /> (d) <br /> (e) <br /> <br /> 5 <br /> 6(a) <br /> (b) <br /> (c) <br /> (d) <br /> (e) <br /> 7 <br /> 8 <br /> 9(a)' <br /> (b) <br /> (0) <br /> <br /> (e) <br />10 <br /> <br />5000.00 5000.00 <br />46.50 34689.00 <br />51.50 20548.50 <br />56.50 21018.00 <br />61.50 33456.00 <br />66.50 34048.00 <br />76.50 19507.50 <br />86.50 6747.00 <br />101.50 8932.00 <br />116.50 13747.00 <br />47.00 15651.00 <br />1175.00 3525.00 <br />1375.00 2750.00 <br />1825.00 1825.00 <br />2025.00 4050.00 <br />2225.00 2225.00 <br />3025.00 3025.00 <br />95.00 2660.00 <br />640.00 1280.00 <br />31.00 1860.00 <br />21.00 1260.00 <br />100.00 200.00 <br />23.00 1380.00 <br />0.00 0.00 <br />34.00 612.00 <br />750.00 750.00 <br />2.00 680.00 <br />550.00 4400.00 <br />0.25 708.75 <br />55.OO 55.00 <br />1.50 5175.00 <br /> <br />5000.00 5000.00 <br />42.00 31332.00 <br />45.00 17955.00 <br />52.00 19344.00 <br />59.00 32096.00 <br />72.00 36864.00 <br />92.00 23460.00 <br />112.00 8736.00 <br />147.00 12936.00 <br />177.00 20886.00 <br />48.00 15984.00 <br />900.00 2700.00 <br />1000.00 2000.00 <br />1200.00 1200.00 <br />1500.00 3000.00 <br />2000.00 2000.00 <br />4000.00 4000.00 <br />120.00 3360.00 <br />225.00 450.00 <br />30.00 1800.00 <br />16.00 960.00 <br />225.00 450.00 <br />13.00 780.00 <br />1.00 600.00 <br />20.00 360.00 <br />500.00 500.00 <br />2.00 680.00 <br />500.00 4000.00 <br />0.25 708.75 <br />30.00 30.00 <br />1.00 3450.00 <br /> <br />16500.00 16500.00 <br />72.00 53712,00 <br />73.00 29127.00 <br />75.00 27900.00 <br />77.50 42160.00 <br />79.50 40704.00 <br />88.00 22440.00 <br />105.00 8190.00 <br />125.00 11000.00 <br />155.00 18290.00 <br />80.00 26640.00 <br />1100.00 3300.00 <br />1250.00 2500.00 <br />1600.00 1600.00 <br />1800.00 3600.00 <br />1900.00 1900.00 <br />2500.00 2500.00 <br />155.00 4340.00 <br />150.00 300.00 <br />18.00 1080.00 <br />14.00 840.00 <br />60.00 120.00 <br />10.00 600.00 <br />3.50 2100.00 <br />30.00 540.00 <br />500.00 500.00 <br />2.50 850.00 <br />950.00 7600.00 <br />0.50 1417.50 <br />500.00 500.00 <br />1.40 ' 4830.00 <br /> <br />16000.00 16000.00 <br />73.00 54458.00 <br />79.00 31521.00 <br />88,00 32736.00 <br />101.00 54944.00 <br />123.00 62976.00 <br />153.00 39015.00 <br />188.00 14664.00 <br />228.00 20064.00 <br />273.00 32214.00 <br />78.00 25974.00 <br />1250.00 3750.00 <br />1425.00 2850.00 <br />1785.00 1785.00 <br />1975.00 3950.00 <br />2150.00 2150.00 <br />2700.00 2700.00 <br />75.00 2100.00 <br />600.00 1200.00 <br />30.00 1800.00 <br />20.00 1200.00 <br />50.00 100.00 <br />15.00 900.00 <br />1.50 900.00 <br />45.00 810.00 <br />550.00 550.00 <br />3.00 1020.00 <br />450.00 3600.00 <br />1.00 2835.00 <br />135.00 135.00 <br />1.65 5692.50 <br /> <br />TOTAL BASE BID I 251764.75 { 257621.75 { 337680.50 { 424593.50 <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.