HomeMy WebLinkAbout1999-07-12 99-256 ORDERItem NO. 99-256
Date: 7-12-99
Dem/Subject: ORDER, Bid Award for Short Street -Union Street Sewer Separation Projects
Responsible Department: Engineering
Commentary:
The Short Street/Union Street sewer separation project is required under the City's CSO Facilities Plan
mandated by EPA and DEP. This project Involves removal of 19 catch basins and significant storinwater
contribution from sanitary flows to the Treatment Plant. It elm will eliminate a combined sewer overflow
from the Ory Waterfront. On July 7, 1999, four bids were received for this project The attached Council
Order approves but award to Campbell ConstmNon In the amount of $225,199.50, which compares
favorably with the Engineers estimate of $225,281.50. Campbell Construction has completed several
similar projects for the City with excellent results. A tabulation of bids received is attached.
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CIry Manager
Associated Information:
Order, Bid tabulation
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Legal Aypresal:
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_ First Reading Page _ of
Referral
Ass WWCwnWw Tyler July 12, 1999
CITY OF BANGOR
(ERE.) Order, Bid Award for Shaft Street/Unflon Street Sewer Sewration Project
By me OtyC /ofW Ob of&1 Or.
ORDERED,
raiz, the award of bid for the Short St eet/Union Street sewer
sepaation project is hereby made to Campbell Construction in the amount of
$225,144.50.
IN CITY COUNCIL 99-256
July 12, 1999
Motiov for Passage 0 N D E B
Made and seeonaea
Passed
nue, gid Award for SMrt Street/Union
Street Sewer Separation Project
CITY
ASSICKED TO
CODEciW
CITY OF BANGOR Page 1 of 1
BIO TABULATION Bld Opening: July 7, 1 W
SNORT ST. -UNION ST. SEWER SEPARATION
Campbell ConsWGlon
Brewer, ME
Lou Sliver, Inc.
Omm. ME
Hughes BmNsa, Inc.
Hampden, ME
ITEM
DESCRIPTION
tbi
OTY
UNIT
Unit
Fire
TMaI
Pnce
Unit
Price
i
Price
Unit
Price
Talal
Pncit
Se%nur Squirrel Short StANgn St.
1.
Trench& sfiuchur'el rock sxcev., ioploshars
50
CY
001
0.50
10000
5,000.00
175.00
8,750.00
2.
Trench& structural rock emmi, mechanical
5
CY
20000
1,250.00
200.00
1000.00
200.00
1.00000
&
Ph"Nertsup'm
10
EA
50.00
500.00
50.00
500.00
20000
2000.00
4.
Misc excavatgn& IacemeM backfill
20
CY
211.00
400.00
20.00
400.00
2503
500.00
5.
Excrv, below normal grace&re lace backfill
20
CY
30.00
800.00
20.00
400.00
30.00
60000
6.
Test outs
16
EA
mono
5600.00
250.00
6000.00
700.W
11200.00
Z
Y'PVC sanitar, Sewer pipe
575
L.F.
46.00
26,450.00
57.00
32,775.00
40.W
23,000.00
8.
IT PVC Sanity scheir nice
627
L.F.
61.00
26,047.00
84.00
27326.00
45.00
19215.00
9.
V PVC louse service Intends
290
L.F.
44.00
12,760.W
54.W
15660.W
35.00
10150.00
10.
10' Dirct begin leads
15
L.F.
70.00
1,Omm
63.00
945.00
35.00
515.00
11,
24' PVC Storm drein pilhe
293
L.F.
64.00
16752.00
60.00
2344o.W
65.00
19045.W
12.
4'tlian ser sewer maniples
121
V.F.
195.0
23,505.00
260.00
31.460 WI
375.00
45375.00
13.
114 diameter Bran manholue
24
V.F.
225.00
5400.00
280.00
8240.00
330.00
7920.00
14.
Vortex ae orator
Lum
Sum
53780.00
53,76000
W.WO.W
63,000.00
83,000.00
63,SW W
15.
==and aM coves
15
EA
425.00
8,375.00
350.00
5,250.00
415.00
8,225.00
16.
Tem ore trench patentee
1,750
S.Y.
7.00
12,250.00
8 W
10500.00
20.00
35000,00
17.
Pertnaneni trench avemant
tm5
6.Y.
13.00
20005.00
15.00
23.775.00
30.00
47,550.00
18.
Calcium chlorkle Men control
5
TONS
550.00
2,75000
0.01
0.05
001
0.05
19.
Water Wet wntrd
25,000
GAL.
0.10
2,500.00
001
25000
0.01
25000
20.
Mccilizinon ict to mccu 2%W Intal r0'6c1
Wm
Net
4,5001.0
4,m0A0
3,00000
3,800.00
8,000.00
6,000.00
TOTA
AMOUNTBIO
25144.50
SS 83.05
32780505