Imp. Proj. #491COUNCIL
RESOLUTION ACCEPTING BID FOR RENOVATION OF SANITARY SEWER LIFT
STATIONS NOS. 3 AND 4 (IMPROVEMENT PROJECT NO. 491)
On May 11th the City Council accepted the feasibility report on Sanitary Sewer Lift Stations
Nos. 3 and 4 Renovation, approved plans and specifications, and ordered advertisement for
bids on the project. Bids are scheduled to be opened on June 5th and the City Engineer
will be presenting the bids to the Council on June 8th and will be recommending an award
on the bids. The enclosed resolution, which accepts the bid, has been intentionally left
blank and the bid amounts will be inserted prior to the meeting.
The improvements are required primarily for routine maintenance and it is proposed that
the capacity at Lift Station No. 4 be increased due to increased flows.
Estimated cost for the project is as follows:
Lift Station #3 $ 25,200
Lift Station #4 99,400
Total $124,600
+20% Legal /Engineering /Administration 24,920
Total $149,520
Due to the existing conditions of the pumps and the urgent nature of the modifications, staff
requested to fast -track this project.
Staff recommends approval of the resolution.
MOTION BY SECOND BY
Review: Administration:
Finance:
RFA -001
CITY OF NEW HOPE
RESOLUTION NO. 92-112
RESOLUTION ACCEPTING BID
RENOVATION OF SANITARY SEWER LIFT STATIONS NOS. 3 AND 4
IMPROVEMENT PROJECT NO. 491
WHEREAS, pursuant to an advertisement for bids for the Renovation of Sanitary Sewer Lift
Stations Nos. 3 and 4, Improvement Project No. 491, bids were received, opened
and tabulated according to law, and the following bids were received complying
with the advertisement:
Total Base Bid
Rice Lake Contracting Corp. $118,800.00
Gilbert Mechanical Cont.Inc. $119,250.80
Dave Perkins Cont. Inc. $132,902.00
New Mech. Companies Inc. $134,400.00
Gridor Construction Inc. $145,522.00; and
WHEREAS, it appears that Rice Lake Contracting Corp. of- Deerwood, MN is the lowest
responsible bidder,
NOW THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope,
Minnesota:
1. The Mayor and Clerk are hereby authorized and directed to enter into the
attached contract with Rice Lake Contracting Corp. of Deerwood, MN for
the Renovation of Sanitary Sewer Lift Stations Nos. 3 and 4, Improvement
.'roject No. 491, according to the plans and specifications therefor approved
by the City Council and on file in the office of the City Clerk.
2. The City Clerk is hereby authorized and directed to return forthwith to all
bidders the deposits made with their bids, except that the deposits of the
successful bidder and the next lowest bidder shall be retained until a
contract has been signed.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 8th day
of June, 1992.
Mayor
Attest: _
City Clerk
Otto G. Bonestroo. PE.
Keith A. Gordon, PE.
James R. Maland. PE.
Rene C. P'umart. A; A.
Joseph C. Anderlrk. PE.
Richard W Foster. PE.
Kenneth P Anderson, PE.
Agnes M Ring, A.!CP
Marvin L, Sorvala, PE.
Jerry A. Bourdon, RE,
Mark R. Roils. PE.
Jerr O. Pertz,'h, Pe".
Richard E. Turner, PE.
Mark A Hanson, PE.
Thomas E. Angus, PE.
Cealio Olmec PE
Glenn R. Cook, PE.
David O. Loskota, PE.
Daniel J. Edgerton, PE.
Gary W Monen. PE.
Thomas E. Noyes. PE,
Robert C. Russek. A.LA.
Mark A. Seip, PE,
Karen L. W',emeri, PE.
Robert G. Schuncht, P.E.
Howard A. Sanford, PE.
Philip J. Caswell, PE.
Keith R. Yapp, PE,
Susan M. Eberlm. C.PA.
Donald C. Burgardt, PE.
Ismael Martinez. PE.
Michael P Rau. PE.
Ted K. Field, PE.
Mark D. Wallis, PE,
Charles A. EncKSOn
Michael T Rautmann, PE.
Thomas R. Anderson, A.I.A.
Leo M. Pawelski
Robert R. Pfefferle, PE.
Gary F Rylander. PE.
Harlan M. Olson
Thomas 'W Peterson, PE.
Miles 8. Jensen, PE,
Michael C. Lynch, PE.
L Phillip Gravel III, PE.
April 24, 1992
Honorable Mayor and Council
City of New Hope
4401 Xylon Avenue North
New Hope, Minnesota 55428
Re: Sanitary Sewer Lift Station
Nos. 3 and 4 Renovation
Project No. 491
Our File No. 34141
Dear Mayor and Council:
Transmitted herewith is our report on the renovation of Lift Station Nos. 3 and 4, Project
No. 491. This report covers the modifications proposed at each station and a preliminary
cost estimate for each.
We would be pleased to meet with the Council and other interested parties at a mutually
convenient time to discuss any aspect of this report.
Respectfully submitted,
Mark R. Rolfs, P.E.
MRR:kf f V
I hereby certify that this report was prepared by
me or under my direct supervision and that I am
a duly Registered Professional Engineer under
the laws of the State f Minnesota.
/r 1
Mark'\A. Hanson, P.E.
Date: April 24, 1992 Reg. No. 14260
2335 West Highway 36 • St. Paul, Minnesota 55113 • 612- 636 -4600
SCOPE: This project provides for the renovation of Sanitary Sewer Lift Station Nos. 3
and 4. The improvements proposed for the lift stations are required primarily and for the
routine maintenance of the stations. In addition, it appears that the flows to Lift Station
No. 4 are exceeding its capacity,, and it will therefore need to be increased.
FEASIBILITY AND RECOMMENDATIONS: This project is feasible from an engineering
standpoint and is in accordance with the Master Utility Plan for the City of New Hope. The
project as outlined herein can best be accomplished as a single contract.
DISCUSSION:
LIFT STATION NO. 3 - Lift Station No. 3 is located on the south side of 60th Avenue
North at its intersection with Quebec Avenue. This lift station currently has two Flygt 3152,
20 HP, 230V, 3 phase, #454 pumps which are rated to pump 560 GPM at 68 feet of head.
The existing pumps have been in service since 1975 and are at the end of their service life.
Based on recent flow testing as shown in Table No. 1, Pump No. 1 is currently pumping
at 480 GPM and Pump No. 2 is pumping at 700 GPM. The pumps currently run about
13.7 % of the time which is below the 25% design standard. Table 1 shows the data that has
been collected and Figure No. 1 shows the station capacity plotted versus the calculated
peak flows. This data indicates that pump station capacity is sufficient for the existing
conditions.
Lift Station No. 3 currently has a significant soap and grease problem which has
incurred substantial maintenance costs for the City. In addition, the station has ventilation
equipment which no longer works and should be removed or replaced.
34141 -2-
LI>~ T STATION NO. 3 - PROPOSED MODIFICATIONS
1. Replace the existing pumps with new pumps of similar capacity. This will be done
due to the age of the existing pumps.
2. The build up of grease and soap solids in the station will be handled by adding an
automatic flush valve to the volute on one of the pumps. This valve opens for a
short period of time every time this pump is called for. The flush valve opens as the
pump begins and creates turbulence inside the lift station which suspends the grease
and soap allowing it to be pumped out of the lift station.
3. Due to OSHA requirements, the existing ventilation system must be repaired or
removed from the lift station. It is recommended that the equipment be removed as
it is extremely difficult to keep this type of equipment functioning in the corrosive wet
well environment. A portable fan should be purchased by the City which could be
used at all City lift stations.
4. The interior piping at this station will be reused. The piping will be modified by
adding a quick couple connect to allow the City to install their bypass pump in this
station in an emergency situation.
5. The existing control panel will be reused. It has been working properly and is of
adequate size to operate the new pumps.
34141 -3-
200- -- t -- - - -�-- —,— ---
23 -Mar 25-Mar 27-Mar
02-Apr
800
700-. ...........
-----
............ .. ............... ............ ............................ ....
STATION CAP.
600]
..
......... - ----- ---------
CL
ouu
.... ......... . . ... ... ... .. .. ...... ..........
- -- - ---- --- .
0
CALCULATED
PEAK FLOWS
LL
4001
.......
...... ....... .......... . .................... ..
200- -- t -- - - -�-- —,— ---
23 -Mar 25-Mar 27-Mar
02-Apr
TABLE 1
DAILY PUMPAGE LIFT STATION NO. 3
#i
#2
Total
Avg.
%
Date
Time
Meter
Meter
Run
Flow
Run
Reacting
Firs
Reading
Firs
Time
{GPM)
rime
20- Mar -92
03:00 PM
0.0
0.0
23- Mar-92
08:00 AM
5.9
5.9
4.4
4.4
10.3
91.0
15.8%
24- Mar-92
07:46 AM
7.7
1.8
5.7
1.3
3.1
74.7
13.1%
25 -Mar-92
08:00 AM
9.4
1.7
7.1
1.4
31
74.1
12 8%
2&Mar -92
07:30 AM
11.1
1.7
8.4
1.3
3.0
73.4
1P8%
27-Mar -92
07:50 AM
129
1.8
9.7
1.3
31
72.9
127%
28-Mar -92
04:30 PM
15.6
2-7
11.7
20
4.7
825
14.4%
02,Apr -92
03:00 PM
23.8
8.2
17.8
6.1
14.3
69.2
12-1%
09 Apr-92
03:00 PM
38.9
15.1
29.1
11.3
26.4
90.2
15.7%
AVG. FLOW
78.6
AVG. RUN TVW
13.7%
LIFT STATION NO. 4 - Lift Station No. 4 is located on International Parkway. This lift
station currently has two Flygt CP 3151 pumps rated at 654 GPM at 55 feet of head. The
existing pumps have been in service since 1975.
Based on recent flow testing,, both pumps are currently pumping at 700 GPM. Table
No. 2 shows the average run time of 35.2% which is above the 27.8% design standard.
Figure No. 2 shows the station capacity plotted versus the calculated peak flows. The
existing pumps do not have sufficient capacity to handle the existing flow conditions. It is
felt that the increase flow is due in part to the Northridge Development which generates
more sewer flow than initially anticipated. Therefore, future development of Northridge
must be reviewed carefully to evaluate the impact to the existing sanitary sewer and water
system.
Recently, one of the pumps in Lift Station No. 4 lost its base plate due to excessive wear.
City crews bolted the pump back together to maintain service. Lift Station No. 4 has also
had considerable problems with rags and other debris clogging the pump impellers. This
station also has ventilation equipment which no longer works. The existing valve manhole
leaks and is continuously full of groundwater.
LIFT STATION NO. 4 - PROPOSED MODIFICATIONS
1. Replace the existing pumps with larger pumps with a capacity of 1,100 GPM each
which can independently handle peak flows.
2. The new pumps will be provided with Nevaclog type impellers to handle the problem
of rags which have created excessive maintenance problems at this station.
34141 -6-
3. The lift station piping and 6" force main will to be replaced in order to accommodate
the increasing pump capacity. The new lift station piping will incorporate the quick
connect bypass system.
4. The existing valve vault will be replaced.
5. The existing control panel will be replaced with a new control panel with starters and
breakers sized to operate the larger pumps.
34141 -7-
" i -
'IFT STATION NO, 4
iwl
#1
sl
3 -Jan 15 -Jan 28 -Jan 11 -Feb 21 -Feb 08 -Mar 18 -Mar 02 -Apr
FIGURE NO. 2
DAILY PUMPAGE LIFT STATION NO. 4
#1
#2
Total
Avg.
%
Date
To*
Mier
Meter
Run
Flow
Run
Rear v
Hra
Reading
we
Time
(GPM)
Tinw
03-Jan-,92
0230 PM
3901.1
2897.4
04 -92
12:00 PM
3904.5
34
2900.6
3.2
&6
214.9
30.7%
06-Jan-92
02:30 PM
39130
&5
2909.0
8.4
1 6L9
234.3
33.5%
07-Jan-92
10:00 AM
391 &0
30
29120
3.0
6.0
2154
30.8%
08-Jan-92
01:00 PM
3920.0
4.0
2917.0
5.0
&0
233.3
33.3%
09,Jan.92
06:00 AM
3924.0
4.0
290.0
4.0
&0
294.7
42.1%
1 0Jan -92
10:00 AM
3928.0
4.0
2926.0
50
9.0
2423
34.6%
13,1an
02:00 PM
3943.0
1&0
2940.0
14.0
29.0
267.1
3&2%
14-Jan-92
08 :00 AM
394&0
30
2943.0
10
6.0
2333
33.3%
15,1an -92
12:00 PM
39520
6.0
294&0
5.0
11.0
275.0
39.3%
16Jan -92
08:00 AM
395&0
4,0
29620
4,0
&0
280.0
40.0%
17-Jan-92
08:45 AM
39627
4.7
295&1
4.1
&8
24&9
35.6%
18Jan -W
11:30 AM
3860.0
4.3
2860.0
3.9
&2
214.6
3Q 7%
20-Jan-92
11:00 AM
3973.0
&0
2967.0
7.0
15.0
221.1
31.6%
21 Jan-92
10:30 AM
3977.0
4.0
2971.0
4.0
&0
23&3
34.0%
22-Jan-,92
10:30 AM
3981.0
4.0
2975.0
4.0
&0
233.3
33.3%
23Jan -92
08:00 AM
3984.0
3.0
297 &0
30
6.0
195.3
27.9%
24Jan -&2
08:00 AM
3968.0
4.0
29620
4.0
&0
2333
333%
28Jan -92
08.00 AM
4004.0
1&0
2997.0
15.0
31.0
22&0
323%
304an -92
08:00 AM
4011.0
7.0
300&0
&0
150
21 &8
31.3%
31 Jan-92
02:30 PM
40154
4.4
3009.1
4.1
&5
195.1
27.9%
03-Feb -92
08:00 AM
4024.8
9.4
301 &7
9.6
19.0
203.1
29.056
04-Fob-92
1200PM
402&7
3.9
3023.4
4.7
&6
21&0
30.7%
05 -Feb-92
08:15 AM
4031.7
3,0
302&4
3,0
&0
207.4
29.6%
06- Feb -92
08:40 AM
4038.2
35
30302
318
7.3
209.3
29.9%
07- Feb -92
12:30 PM
4039.4
4.2
3034,9
4.7
&9
2238
320%
08- Feb -92
04:20 PM
4043.7
4.3
3039.7
4.8
9.1
22&9
327%
11- Feb -92
08:06 AM
40522
&5
3049.1
9l4
17.9
19&5
2&1%
12- Feb-92
07:38 AM
4055.5
3.3
30527
3.6
6.9
205.1
29.3%
13- Feb -92
07:40 AM
405&8
3.3
3056.3
3,6
6.9
201.0
28.796
14-Feb -92
11:45 AM
40628
4.0
3060.6
4.3
&3
20&9
29.6%
16- Feb-92
08:33 AM
406&4
5.6
3066.7
6.1
11.7
1828
26.1 %
17 -Feb-92
09:23 AM
4071.7
33
3070.4
37
7.0
197.3
28.2%
1SFeb-92
07:35 AM
4074.9
3.2
3073.9
35
6L7
211.3
30.2%
19-Feb -92
02:00 PM
4079.4
4.5
307&8
4.9
9.4
21 &3
30.9%
20- Fob-92
08.45 AM
4081.9
25
3081.5
27
5.2
194.1
27.7%
21- Feb -92
08:30 AM
4085.2
3.3
3085.1
3.6
6.9
203.4
29.1%
TABLE 2
DAILY PUMPAGE LIFT STATION NO. 4
1
#2
Total
AV%
%
Date
Tune
Motor
Meter
Fun
Flow
Run
Reading
1-"
Reading
FM
Tune
(GPM)
Tune
22-Fob-92
09:30AM
4068.6
3.4
3068.9
38
7.2
201.6
26.8%
25-Feb -92
12 PM
4099.3
10.7
3100.8
11.9
226
2123
30.3%
26-Feb-92
12:30 PM
41028
3.5
3104.7
3.8
7.4
211.4
30.2%
27- Feb-92
07:40AM
4105.6
28
3107.7
3.0
5.8
211.8
30.3%
02- Mar -92
06:20 AM
41222
166
31263
18.6
38.2
254.9
3&4%
0344er-92
08:10 AM
41265
4.3
3131.1
4.8
31
267.3
38.2%
04 -Mw-92
12:00 PM
4131.7
5.2
3137.0
5.9
11.1
279.2
39.9%
05- Mar-92
07 :29 AM
4136.2
as
3141.1
4.1
7.6
273.1
39.0%
08-Mar -92
02:20 PM
4153,4
18.2
3161.7
20.6
388
34+15
49.2%
09-Mar-92
07:50 AM
4157.2
3.8
3166:9
4.2
&0
320.0
45.7%
10-Mar-92
08:15AM
41624
5,2
3171.8
5.9
11.1
3182
45.5%
11- Mar-92
1220 PM
4168.4
60
3176.4
86
126
314.1
44.9%
12- Mor-82
07:46 AM
41720
3.6
31824
4.0
7.6
274.0
39.1%
13-Mar-92
10:15AM
4177.2
5.2
318&2
5.8
11.0
29x6
41.5%
14- Mar -92
04:33 PM
41812
6.0
3194.5
&3
123
284.2
40.6%
16-Mar-92
O&OO AM
4190.0
68
32020
7.5
14.3
2537
36.2%
17- Aar -92
08:00 AM
4194.6
4.6
3206.8
4.8
9.4
274.2
39.2%
1S- Mar-62
08:60AM
416611
4.6
3211.8
6.0
9.6
267.8
38.3%
19-Mar -92
07:30 AM
4203.2
4.1
3215.9
41
&2
2532
36.2%
204Aar -92
07:45 AM
4207.3
4.1
3220.6
4.7
&8
254.0
3&3%
23- Mar-92
07:30 AM
4219.5
122
3234.0
1&4
25.6
249.8
35.7%
24- Mar-92
07:30AM
4223.9
4.4
3238.7
4.7
91
265.4
37.9%
25- Mar-92
06:40 AM
4228.6
4.6
3243,6
4.9
9.5
264.2
377%
26- Mar -92
08:10AM
42327
4.2
324&1
4.5
&7
2531
37.0%
27- Mar-92
07.30AM
4231&7
4.0
3253.0
4.9
89
267.0
38.1%
28-Mar-92
04:40 PM
42426
5.9
3260.3
7.3
132
278.6
39.8%
02- Apr-92
07:30 AM
4261.3
187
3281.1
20.8
39.5
249.5
35.6%
03-AW -92
07:30 AM
4266.6
4.2
3286:7
4.6
88
25&7
367%
W-Apr -92
10:00 AM
4281.6
161
33032
17.5
336
315.7
45.1%
OSAW -92
03:00 PM
4293.9
123
331 &8
13.6
25.9
235.5
33.6%
AVG. FLOW
24&7
AVG. RUN T*AE
35.2%
COST ESTIMATE: Cost estimates based on the recommended method of reconstruction
at each lift station are listed below:
LIFT STATION NO.3 - (Replace existing pumps; provide flush valve on one pump; modify
piping to provide station bypass; remove faulty ventilation system and provide a new
portable fan for multi station use) Lift Station No. 2 $25,200.00
LIFT STATION NO. 4 - (Replace existing pumps with larger Nevaclog pumps; replace
piping, valves and force main with 8 inch, possibly 10'; modify piping to provide station
bypass; provide valve vault sump; and remove faulty ventilation system; and install new
control panel.)
Lift Station No. 4
Total Construction
• • , 11 11
E •11 11
+ 20% Legal, Engineering, Admin., & Bond Interest $ 24,920.00
$ 149,520.00
The total estimated project cost is $149,500.00, which includes contingencies and all
related overhead. Overhead costs are estimated at 20% and include legal, engineering,
administration, and bond interest.
ASSESSMENTS AND REVENUES: No assessments are proposed to be levied for this
project. It is assumed all revenue to finance the cost of this project will be the responsibility
of the Public Works Department.
34141 - 11 -
c ATI0 N
NO 4—
0 1500 3000
Scale in feet
NEW HOPE, MINNESOTA FIGURE 3
SAN. SEWER UFT STA. RENOVATIONS
CITY PROJECT No. 491
34141LOC APRIL 1992 COMM. 34141
AVE N
7
AVE N
a A
#t
9onestroo
Rosen*
Anderlik b
Associates
EnSinw®rs 4 Architects
SL Paul a Milwaukee
a A
#t
/'1t
t`
Associates
Engineers & Architects
June 8, 1992
Mr. Dan Donahue
City of New Hope
4401 Xylon Avenue North
New Hope, MN 55428
Re: Sanitary Sewer Lift Station
Nos. 3 and 4 Renovation
Project No. 491
Our File No. 34141
Dear Mr. Donahue:
Attached is the bid tab for the renovation of Lift Station Nos. 3 and 4, Project No. 491. The
low bidder was Rice Lake Contracting Corp. with a low bid of $118,800.00. We recommend
that the City award this project to Rice Lake Contracting Corp. for $118,800.00.
The feasibility report estimates the total construction costs for this project at $124,600.00.
During the design phase of the project, it was determined that the 6" force main should be
replaced with a 10" force main. This would allow re -using the existing control panel at Lift
Station No, 4. The engineer's estimate was then changed to $100,000.00. Although the cost
reductions were less than expected, the project is still approximately 5% less than the
feasibility report.
If you have any questions about this project, please call me at 636 -4600.
Yours very truly,
BONESTROO, R SENE, ANDERLIK & ASSOCIATES, INC.
G'�-
Ma k A. Hanson
MAH:li
cc: Roger Paulson
34141.cor
2335 West Highway 36 e St. Paul, Minnesota 55113 e 612- 636 -4600
F
a
epp. P.E.
.__.,.., ,. rt.
Shawn D. Gustafson. P.E.
-- - a,,..___ .._...c nt: "
Kenneth Anderson.
e[i io Olivier,
'Senior Consultant Ted K. Field, P.E.
Mark R. Rnlfs, PE.
Charles A. Erickson
Thomas R. Anderson, A.I.A.
Mark A. Seip. PE,
Leo M. Pawelsky
Donald C. Surgardt. P.E.
Gary W. Morten, PE.
Harlan M. Olson
Thomas E. Angus, P.E.
Daniel J. Edgerton, P.E.
James F. Engelhardt
Re: Sanitary Sewer Lift Station
Nos. 3 and 4 Renovation
Project No. 491
Our File No. 34141
Dear Mr. Donahue:
Attached is the bid tab for the renovation of Lift Station Nos. 3 and 4, Project No. 491. The
low bidder was Rice Lake Contracting Corp. with a low bid of $118,800.00. We recommend
that the City award this project to Rice Lake Contracting Corp. for $118,800.00.
The feasibility report estimates the total construction costs for this project at $124,600.00.
During the design phase of the project, it was determined that the 6" force main should be
replaced with a 10" force main. This would allow re -using the existing control panel at Lift
Station No, 4. The engineer's estimate was then changed to $100,000.00. Although the cost
reductions were less than expected, the project is still approximately 5% less than the
feasibility report.
If you have any questions about this project, please call me at 636 -4600.
Yours very truly,
BONESTROO, R SENE, ANDERLIK & ASSOCIATES, INC.
G'�-
Ma k A. Hanson
MAH:li
cc: Roger Paulson
34141.cor
2335 West Highway 36 e St. Paul, Minnesota 55113 e 612- 636 -4600
sonestroo
Project Name Lift Station No. 3 & 4 Renovation
NCO Rosen
Project No. 491 File No. 34141
Andertik 8
Associates
St. Pou4 IY Ar d*
V ra ° a
Bid Opening 11:30 a.m., C.D.S.T., Friday, June 5, 1992 Owner New Hope, MN
BID TABULATION
Tabulation of Five Low Bids of Six Received
Bid No. 1 Bid No. 2 Bid No. 3
Rice Lake Cont. Gilbert Mechanical Dave Perkins Cont.
Corp. Cont., Inc. Inc.
Unit Unit
No. Item Unit 9yt Price Total Price
Part 1 - Lift Station No. 3
1 Lift station renovation near 60th Avenue
North & Quebec Avenue includes removal
and replacement of existing pumps,
removal of existing ventilation
equipment, and modification of existing
piping to provide pumping capabilities,
painting and other miscellaneous items
Unit
Total Price Total
I hereby certify that this is an exact
reproduchon of bids received
Mark R RoM, P.E
Reg No. 16722
Bid No. 4
Bid No. 5
NewMech Companies
Gridor Const., Inc.
Inc.
Unit
Unit
Price Total
Price Total
34141.TAB BT-1
No. Item Unit Qty
covered and implied with the plans and
Bid No. 1
Bid No. 2
Bid No. 3
Rice Lake Contracting
Gilbert Mechanical
Dave Perkins Cont.
Corp.
Cont., Inc.
Inc.
Unit
Unit
Unit
Price Total
Price Total
Price Total
Bid No. 4
Bid No. 5
NewMech Companies
Gridor Construction
Inc.
Inc.
Unit
Unit
Price Total
Price Total
specifications for the Lump Sum of: LS
1 35,000.00 35,000.00
29,107.00 29,107.00
29,800.00 29,800.00
31,821.00 31,821.00
37,020.00 37,020.00
Total Part 1 - Lift Station No. 3
$35,000.00
$29,107.00
$29,800.00
$31,821.00
$37,020.00
Part 2 - Lift Station No. 4
2 Lift station renovation near
International Parkway includes the
replacement of existing pumps, piping,
and valves at the existing station and
valve vault with larger sizes, piping
modifications include the addition of
bypass pumping connections, removing of
existing ventilation equipment, painting
34141.TAB BT -2
Bid No. 1 Bid No. 2
Rice Lake Contracting Gilbert Mechanical
Corp. Cont., Inc.
No. Item
Unit Unit
Unit. Qty Price Total Price Total
Bid No. 3 Bid No. 4 Bid No. 5
Dave Perkins Cont. NewMech Companies Gridor Construction
Inc. Inc. Inc.
Unit Unit Unit
ce Total Price TOW Price Tota
and other miscellaneous items covered
and implied with the plans and
specifications for the Lump Sum of: LS 1 46, 000.00 46,000.00 46,838.00 46,838.00 49,000.00 49,000.00 54,000.00 54,000.00 58,330.00 58,330.00
Total Part 2 - Lift Station No. 4 $46,000.00 $46,838.00 $49,000.00 $54,000.00 $58,330.00
Part 3 - Lift Station No. 4 Forcemain
3 10" DIP, 0'- 8' deep in place LF
4 Improved pipe foundation in 6" increment
depths LF
5 Mechanical trench compaction LF
6 Polyethylene pipe encasement LF
7 10" D.I.P. jacking LF
8 Bituminous surface removal SY
660 30.00 19,800.00 25.08 16,552.80 35.00 23,100.00 25.10 16,566.00 24.50 16,170.00
660
0.10
66.00
2.20
1,452.00
5.00
3,300.00
2.20
1,452.00
1.40
924.00
660
0.10
66.00
1.10
726.00
2.00
1,320.00
1.10
726.00
3.20
2,112.00
730
0.10
73.00
0.55
401.50
1.00
730.00
0.50
365.00
1.90
1,387.00
70
105.50
7,385.00
132.00
9,240.00
125.00
8,750.00
132.00
9,240.00
102.00
7,140.00
100
3.00
300.00
2.75
275.00
5.00
500.00
8.40
840.00
33.40
3,340.00
34141.TAB BT -3
No. Item
Unit Qty
Bid No. 1
Bid No. 2
Rice Lake Contracting
Gilbert Mechanical
Corp.
Cont., Inc.
Unit
Unit
Price Total
Price Total
Bid No. 3 Bid No. 4 Bid No. 5
Dave Perkins Cont. NewMech Companies Gridor Construction
Inc. Inc. Inc.
Unit Unit Unit
Price Total Price Total Edee
9
Curb removal
LF
20
10.00
200.00
3.30
66.00
5.00
100400
18.00
360.00
17.50
350.00
10
Curb replacement
LF
20
15.00
300.00
1650
330.00
20.00
400.00
20.00
400.00
35.50
710.00
11
Cl. 5 aggregate base 100% crushed
TN
20
20.00
400.00
22.00
440.00
25.00
500.00
42.00
840.00
22.00
440.00
12
Type 31 bituminous base course
TN
20
40.00
800.00
44.00
880.00
100.00.
2,000.00
84.00
1,680.00
77.50
1,550.00
13
Type 41 bituminous wearing course
TN
15
40.00
600.00
49.50
74250
100.00
1,500.00
84.00
1,260.00
112.60
1,689.00
14
AC -1 bituminous material for mix
TN
2
105.00
210.00
110.00
220.00
1.00
100
105.00
210.00
180.00
360.00
15
Sod with 4" topsoil
SY
4,000
1.50
6,000.00
2.31
9,240.00
2.50
10,000.00
3.05
12,200.00
3.20
12,800.00
16
Erosion control fence
LF
200
2.00
400.00
2.15
430.00
5.00
1,000.00
3.50
700.00
1.50
300.00
17
Remove and relocate 6" dia. trees
EA
6
200.00
1,200.00
385.00
2,310.00
150.00
900.00
290.00
1,740.00
150.00
900.00
Total Part 3 - L.S. No. 4 Forcemain
$37,800.00
$43,305.80
$54,102.00
$48,579.00
$50,172.00
34141.TA13 BT4
Bid Noi 1 Bid No. 2
Rice Lake Contracting Gilbert Mechanical
Na Item
Unit Unit
Unit Qty Price Total Price Total
Bid No. 3 Bid No. 4 Bid No. 5
Dave Perkins Cont. NewMech Companies Gridor Construction
Inc. Inc. Inc.
Unit Unit Unit
Price Total Price Total Price Total
Total Part 1 - Lift Station No. 3
35,000.00
29,107.00
29,800.00
31,821.00
37,020.00
Total Part 2 - Lift Station No. 4
46,000.00
46,838.00
49,000.00
54,000.00.
58,330.00
Total Part 3 - L.S. No. 4 Forcemain
37,800.00
43,305.80
54,102.00
48,579.00
50,172.00
Total Base Bid
$118,800.00
$119,250.80
$132,902.00
$134,400.00
$145,52100
Alternate Equipment Bids
1 Item
Manufacturer
Add or Deduct
2 Item
Manufacturer
Add or Deduct
Subm.
Pumps
ABS
(900.00)
Sumb.
Pumps
KSB, Inc.
2,500.00
34141.TAB BT -5
No. Item
3 Item
Manufacturer
Add or Deduct
Unit Qtft
Bid No. 1 Bid No. 2 Bid No. 3
Rice Lake Contracting Gilbert Mechanical Dave Perkins Cont.
Corp. Cont., Inc. In
Unit Unit Unit
Price Total Price Total Price Total
Bid No. 4 Bid No. 5
NewMech Companies Gridor Construction
Inc. Inc-
unit Unit
Price Total Price Total
34141.TAB BT-6
Bid No.1 Bid No. 2 Bid No. 3 Bid No. 4 Bid No. 5
Bid Bond,
Five Percent
Five Percent
Five Percent
Five Percent
Five Percent
Cert. check,
Cash deposit
Firm
Rice Lake Contracting
Gilbert Mechanical
Dave Perkins Contracting
NewMech Companies, Inc.
Gridor Construction, Inc.
Corp.
Cont., Inc.
Inc.
BY
Luke T. Spalj
P.Dan Gilbert
David P. Perkins
R.A. Pearson
Harold Theisen
Title
Vice President
President
President
President
President
Address
County Road 12
4451 W. 76th Street
15775 Juniper Ridge Dr.
1633 Eustis Street
1886 Berkshire Lane
P.O. Box 517
city, state,
Deerwood, MN
Minneapolis, MN
Anoka, MN
Saint Paul, MN
Plymouth, MN
Zip Code
56444
55435
55303
55108 -1288
55441
Telephone
218 -546 -5519
835 -3810
None Given
612 -645 -0451
559 -3734
Fax No.
218 - 546 -7016
835 -4765
None Given
612 -642 -5596
559 -3736
34141.TAB BT -7
1 C
0
Fgasl �#
Fl1_E NO. 34141
0 '. Tit 'IN V" •
Honorable City Council
City of New Hope
4401 Xylon Avenue
New Hope, Minnesota 55428
10-TIF-MOZ M153r nI#
IJ
I lax I - 11 1
— Friday, June 5, 1M
The undersigned, being familiar with your local conditions, having made the field inspections
and investigations deemed necessary, having studied the plans and specifications for the work
including Addenda Nos. and being familiar with all factors and other conditions
affecting the work and cost thereof, hereby proposes to furnish all labor, tools, materials,
skills, equipment and all else necessary to completely construct the project in accordance
with the plans and specifications on file with your Clerk and Bonestroo, Rosene, Anderlik
& Associates, Inc., 2335 W.Trunk Highway 36, St. Paul, Minnesota 55113, as follows:
No. item Unit Oty
1 Lift station renovation near 60th Avenue
North and Quebec Avenue includes removal
and replacement of existing pumps,
removal of existing ventilation
equipment, and modification of existing
piping to provide pumping capabilities,
painting and other miscellaneous items
covered and implied with the plans and
t . , I " I � . # " _'
34141TRO P-1
Wri-rM EMIJ
Fgasl �#
Fl1_E NO. 34141
0 '. Tit 'IN V" •
Honorable City Council
City of New Hope
4401 Xylon Avenue
New Hope, Minnesota 55428
10-TIF-MOZ M153r nI#
IJ
I lax I - 11 1
— Friday, June 5, 1M
The undersigned, being familiar with your local conditions, having made the field inspections
and investigations deemed necessary, having studied the plans and specifications for the work
including Addenda Nos. and being familiar with all factors and other conditions
affecting the work and cost thereof, hereby proposes to furnish all labor, tools, materials,
skills, equipment and all else necessary to completely construct the project in accordance
with the plans and specifications on file with your Clerk and Bonestroo, Rosene, Anderlik
& Associates, Inc., 2335 W.Trunk Highway 36, St. Paul, Minnesota 55113, as follows:
No. item Unit Oty
1 Lift station renovation near 60th Avenue
North and Quebec Avenue includes removal
and replacement of existing pumps,
removal of existing ventilation
equipment, and modification of existing
piping to provide pumping capabilities,
painting and other miscellaneous items
covered and implied with the plans and
t . , I " I � . # " _'
34141TRO P-1
(x
item
Unit
Oty
u Price
Total Price
specifications for the Lump Sum of:
LS
1 $W C
_
Total Part 1 - Lift Station No. 3
$ ter 5 / '-
2
��, - Lif eta ion No. 4
Lift station renovation near
International Parkway includes the
replacement of existing pumps, piping,
and valves at the existing station and
valve vault with larger sizes, piping
modifications include the addition of
bypass pumping connections, removing of
existing ventilation equipment, painting
and other miscellaneous items covered
and implied with the plans and
,
OV
0 ' 6 ,2 6 1
specifications for the Lump Sum of:
LS
1 $
$
�—
Total Part 2 - Lift Station No. 4
$'
�,rt � - .ift S a�i®��TO. 4 Forcemain
cx?
3
10" DIP, 0'- 8' deep In place
LF
660
4
Improved pipe foundation in 6" increment
depths
LF
660 $
O '
t
$
5
Mechanical trench compaction
LF
660 $
�o
0'
to
6
Polyethylene pipe encasement
LF
730
\ OS
$
7
10" D.I.P. jacking
LF
70 $
i
$
8
Bituminous surface removal
SY
100 $
9
Curb removal
LF
20
34141TRO P -2
No.
item
unit
Oty
unit Price
TOW Price
10
11
Curb replacement
Cl. 5 aggregate base 100% crushed
Type 31 bituminous base course
LF
TN
TN
20
20
20
$ $
- 7
$ C) $
qC) 12
$- $—
13
Type 41 bituminous wearing course
TN
15
L[C)
$
( Poo
14
AC-1 bituminous material for mix
TN
2
� C6.
C)
15
Sod with 4" topsoil
SY
4,000
) OCO -
16
Erosion control fence
LF
200
$
17
Remove and relocate 6" dia. trees
Total Part 3 - L.S. No. 4 Forcemain
EA
6
Total Part 1 - Lift Station No. 3
Total Part 2 - Lift Station No. 4
Total Part 3 - L.S. No. 4 Forcemain
Total Base Bid
Manufacturer
Add or Deduct
Item
Manufacturer
F-W&VOW
34141YRO P-3
NO. item
Item
Manufacturer
Add or Deduct
Item
Manufacturer
Add or Deduct
Item
Manufacturer
Add or Deduct
Unit Oty unit Price Total Price
34141.PRO P -4
The final amount of the contract shall be determined by multiplying the final measured
quantities of the various items actually constructed and installed by the unit prices therefor,
in the manner prescribed in the specifications. However, the low bidder shall be determined
by adding the sums resulting from multiplying the quantities stated by the unit prices bid
therefor.
Accompanying this bid is a bidder's bond, certified check or cash deposit in the amount of
'S , which is at least five percent (5%) of the amount of my/our bid made
payable to the Owner, and the same is subject to forfeiture in the event of default on the
part of the undersigned or failure on the part of the undersigned to execute the prescribed
contract and bond within fifteen (15) days after its submittal to me/us.
In submitting this bid it is understood that the Owner retains the right to reject any and all
bids and to waive irregularities and informalities therein and to award the contract to the
best interests of the Owner.
In submitting this bid, it is understood that payment will be by cash or check.
It is understood that bids may not be withdrawn for a period of 45 days after the date and
time set for the opening of bids. It is understood that the Owner reserves the right to retain
the certified check or bond of the three lowest bidders as determined by the Owner for a
period not to exceed 45 days after the date set for the opening of bids.
Respectfully submitted,
64 Ot D N�TJM
Title
Printed Name of Signer
34141TRO P-5
Howard A. Sanford, P.E.
Gary F. Rylander, P.E.
Philip J. Caswell, P.E.
Keith A. Gordon, P.E.
Ismael Martinez, P.E.
Mark D. Wallis, P.E.
Robert R. Pfefferle. P.E.
Michael P. Rau, P.E.
Miles B. Jensen, PE,
Richard W Foster, P.E.
Agnes M. Ring, A.LGP.
L. Phillip Gravel III, P.E.
David a Loskota, P.E.
Thomas W. Peterson, P.E.
Karen L. Wiemeri, P.E.
Robert C. Russek, A.I.A.
Michael C. Lynch, P.E.
F. Todd Foster, P.E.
Jerry A. Bourdon, P.E.
James R. Maland, P.E.
Keith R, Yapp, P.E.
Mark A. Hanson, PE.
Jerry D. Pertzsch, BE.
Shawn D. Gustafson, P.E.
Michael T. Rautmann, P. E.
Kenneth E Anderson, P.E.
Cecilio Olivier, P.E.
Ted K. Field, P.E.
Mark R. Rolfs, P.E.
Charles A. Erickson
Thomas R. Anderson, A.I.A.
Mark A. Seip, P.E.
Leo M. Pawelsky
Donald C. Burgardt, P.E.
Gary W. Morien, P.E.
Harlan M. Olson
Thomas E. Angus, P.E.
Daniel J. Edgerton, P.E.
James F Engelhardt
Rice Lake Contracting Corp.
County Road 12, P.O. Box 517
Deerwood, MN 56444
Re: Lift Station No. 3 and 4 Renovation
City of New Hope - Project No. 491
File No. 34141
Gentlemen:
Enclosed are five (5) copies of the contract documents between you and the City
of New Hope covering the above referenced project.
Please have your bonding company complete pages 51 through 61 of the Conditions
of the Contract. The insurance and indemnity requirements of pages 13, 14, 15,
& 16 shall be provided.
After the bonding company has completed the documents, forward them to Mr.
Steve Sondrall, Attorney- at- law, ` Edinburgh Executive Office Plaza, 8525 Edinbrook
Crossing, Brooklyn Park MN 55443 who will review them for the City of New
Hope.
After the necessary City officials have signed the contracts you will be sent two
copies, one for your file and one for your bonding company. One copy will be
retained by the City for their file, one by the attorney, and one will be sent
to us for our file.
Upon receipt of a signed contract and a filed Certificate of Insurance, approved
by the City Attorney, a pre - construction conference will be scheduled with you
and the City to review the project. After the pre- construction conference, you
will be issued a notice to proceed with the work as outlined in the plans and
specifications.
Yours very truly,
BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC.
1W
LIZ A
Mark R. Rolfs
MRR:lk
Enclosures: 5
cc: C� y of IJe Iapt
Steve Sondrall, Attorney
233S West Highway 36 * St. Paul, Minnesota 55113 * ,r
4401 Xyion Avenue North New Hope, Minnesota 55428 Phone: 531 -5100 FAX (612) 531 -51, - =
July 1, 1992
Rice Lake Contracting Corp.
County Road 12, PO Box 517
Deerwood, MN 56444
SUBJECT: PROJECT 491 (LIFT STATION NOS. 3 AND 4 RENOVATION)
Enclosed are two fully executed copies of the contract documents for New Hope
Project No. 491. One copy is for your records and the second copy should be
transmitted to your bonding company. Also enclosed is return of your bid bond.
A copy of the contract documents are on file with our City Engineer and City
Attorney.
Also enclosed is a "Withholding Affidavit for Contractors" (IC -134 form). We
cannot make final payment to contractors until this is approved by the Minnesota
Department of Revenue and submitted to our office (Minnesota Statute 290.97).
The form contains instructions for completion.
Sincerely,
�
Valerie Leone
City Clerk
enc.
cc: City Engineer
City Attorney
I
Family Styled City For Family Living
COUNCIL
KI 0 1 # 1 6 )
.
Originating Department Approved for Agenda Agenda Section
Development
City Manager & Planning
-24 -92 Item No.
By: Kirk McDonald I By. 8.2
-- —
RESOLUTION APPROVING CHANGE " ORDER #1 FOR IMPROVEMENT PROJECT NO.
491 (SANITARY SEWER LIFT STATION NOS. 3 AND 4 RENOVATION) IN THE AMOUNT
OF $3,519.00
The enclosed resolution approves Change Order #1 for the renovation of sanitary sewer Lift
Stations Nos. 3 and 4 (Improvement Project No. 491). The change order is in the amount of
$3,519.00 and includes the following items:
Item 1 - Replacing the base elbows for both pumps in Lift Station No. 3
Item 2 - Provide offset piping in Lift Stations 3 and 4 below the quick
disconnect couplers to provide an accessible connection
Item 3 - Pour additional concrete in the base of Lift Station No. 4, due
to poor conditions of original grout
Item 4 - Replace the lifting chains at Lift Station No. 4, due to poor
condition of chains below the operating water level
Item 5 - Install valve box on 10" plug valve to isolate valve vault in future
$2,230.00
949.00
80.00
110.00
150.00
$3,519.00
The City Engineer recommends payment to Rice Lake Contracting in the amount of $3,519.00
for Change Order #1 and staff concurs with the recommendation
Staff recommends approval of the resolution.
no
WAM
Review: Administration: Finance:
CITY OF NEW HOPE
RESOLUTION NO. 92- 152
RESOLUTION APPROVING CHANGE ORDER #1
FOR IMPROVEMENT PROJECT NO. 491
(SANITARY SEWER LIFT STATION NOS. 3 AND 4 RENOVATION)
IN THE AMOUNT OF $3,519.00
WHEREAS, the City of New Hope authorized on June 8, 1992, Improvement Project No.
491, for the contractual sum of $118, 800.00; and
WHEREAS, the items detailed on Change Order #1, as listed below, total an addition of
$3,519.00:
Item 1 - Replacing the base elbows for both pumps in
Lift Station No. 3 $2,230.00
Item 2 - Provide offset piping in Lift Stations 3 and 4
below the quick disconnect couplers to provide
an accessible connection $949.00
Item 3 - Pour additional concrete in the base of Lift
Station No. 4, due to poor conditions of original
grout $80.00
Item 4 - Replace the lifting chains at Lift Station No. 4,
due to poor condition of chains below the operating
water level - $110.00
Item 5 - Install valve box on 10" plug valve to isolate valve
vault in future $150.00
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of New Hope
approves Change Order #1 to the contract with Rice Lake Contracting in the
amount of $3,519.00, as part of Improvement Project No. 491, which brings
the total contract to $122,319.00.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this
24th day of August, 1992.
ayor
Attest: C
City Clerk
Otto G. Bonestroo, P.E.
Howard A. Sanford, P.E.
Gary E Rylandec PE,
Philip J. Caswell, P.E.
Robert W. Rosene, RE.*
Keith A. Gordon, P.E.
Ismael Martinez, P.E.
Mark D. Wallis, P.E.
Joseph C. Anderlik, P.E.
Robert R. Pfefferle, P.E.
Michael P, Rau, P.E.
Miles B. Jensen, PE.
Marvin L. Sorvala, P.E.
Richard W. Foster, P.E.
Agnes M. Ring, A.I.C.P.
L. Phillip Gravel III, P.E.
Richard E. Turner, P.E.
David O. Loskota, P.E.
Thomas W. Peterson, P.E.
Karen L. Wiemeri, P.E.
Glenn R. Cook, P.E.
Robert C. Russek, A.I.A.
Michael C. Lynch, P.E.
F. Todd Foster, P.E.
Thomas E. Noyes, P.E.
Jerry A. Bourdon, P.E.
James R. Maland, P.E.
Keith R. Yapp, P.E.
Robert G. Schunicht, P.E.
Mark A. Hanson, P.E.
Jerry D. Pertzsch, P.E.
Shawn D. Gustafson, PE,
Susan M. Eberlin, C.P.A.
Michael T. Rautmann, P. E.
Kenneth P. Anderson, P. E.
Cecilio Olivier, P.E.
*Senior Consultant
Ted K. Field, P.E.
Mark R. Rolfs, P.E.
Charles A. Erickson
Thomas R, Anderson, A.I.A.
Mark A. Seip, PE.
Leo M. Paweisky
Donald C. Burgardt, P.E.
Gary W. Morien, PE.
Harlan M. Olson
Thomas E. Angus, P.E.
Daniel J. Edgerton, P.E.
James F Engelhardt
August 17, 1992
Mr. Dan Donahue
City of New Hope
4401 Xylon Ave. No.
New Hope, MN 55428
Re: Sanitary Sewer Lift Station
Nos. 3 and 4 Renovation
Project No. 491
Our File No. 34141
Dear Mr. Donahue:
Attached is Change Order No. 1 for Lift Station Nos. 3 and 4, Project No. 491. Each of these
change order items is described below:
Item No. 1 - Replacing the base elbows in Lift Station No. 3 was requested by Guy Johnson
due to previous problems maintaining the seal between the pump and the worn face of the
existing base elbow.
Item No. 2 - Provide offset piping in Lift Station 3 and 4 below the quick disconnect couplers
to provide an accessible connection. This piping modification was requested by Guy Johnson.
Item No. 3 - Pour additional concrete in the base of Lift Station No. 4. This was required due
to the poor condition of the original grout which was observed when the station was taken out
of service.
Item No. 4 - Replace the lifting chains at Lift Station No. 4 was required due to the poor
condition of the chains below the operating water level in this station. This was observed when
the station was taken out of service.
Item No. 5 - Install a valve box on a 10° plug valve which was left in place by Rice Lake
Contracting. This valve was used during construction for bypass purposes. Guy Johnson
required this valve box be installed to allow the City to isolate the valve vault in the future.
Page 1.
34141.cor
��
City of New Hope
New Hope, MN
Re: File No. 34141
If you have any questions about these changes, please call me at 636 -4600.
Yours very truly,
Encl.
Page 2.
August 17, 1992
34141.cor
4401 Xylon Avenue North New Hope, Minnesota 55428 Phone: 531 -5100 FAX (612) 531 -5174
August 26, 1992
Rice Lake Contracting
PO Box 157
Deerwood, MN 56444
SUBJECT: CHANGE ORDER NO. 1 - IMPROVEMENT PROJECT 491
Enclosed are two fully executed copies of the above - referenced Change Order for
your records. Please forward one copy to your bonding company.
The change order was approved on August 24, 1992, by the New Hope City Council.
If you have any questions, please contact me.
Sincerely,
q ? �_47�
Valerie Leone
City Clerk
enc.
cc: City Engineer
Family Styled City For Family Living
COUNCIL
R4 51#111
�.
Originating Department Approved for Agenda Agenda Section
City Manager 1 10 -12 -92 consent
Kirk McDonald Item No.
BY: Management Assistant BY: 6.7
MOTION APPROVING FINAL PAY REQUEST TO RICE LAKE CONTRACTING FOR
SANITARY SEWER LIFT STATION NOS. 3 AND 4 RENOVATION (IMPROVEMENT
PROJECT NO. 491) IN THE AMOUNT OF $8,256.90
This is the final pay request from Rice Lake Contracting for the renovation of sanitary sewer
lift station nos. 3 and 4 (Improvement Project No. 491). The final request is in the amount of
$8,256.90. The original contract amount was $118,800 and a change order in the amount of
$3,519.00 was approved subsequent to the original contract, thus the total revised contract
amount was $122,319.00. The total work completed ($118,968.00) is less than the revised
contract amount due to adjustments in the quantities for unit price items. The City Engineer
reports that all work has been completed according to plans and specifications and recommends
final payment in the amount of $8,256.90
Staff recommends approval of a motion approving the final pay request to Rice Lake Contracting
for the renovation of sanitary sewer lift station nos. 3 and 4 (Improvement Project No. 491) in
the amount of $8,256.90.
:k" iUlf
MOTION BY SECOND BY
TO:
Review: Administration: Finance:
I
GC T— 1.— 2 TIDE '? - 1 54
DONCS 2 A SSOC I ATES P - 0 '.:
i.
B��1 ` F r'�y i4.��o
Otto G BonrllmcO RE
RobCrt W ROFC'nv, RE,"
Jonvph C, Andtnik, P.E.
MOward A, Untorrt, P.C.
Keith A. Gordon, RE,
RabCrt R, Fkttnrla, p6.
Michati P Rau, P8
Apnes M. Ring, A.fC.P
ThoMAi W FkrW? cn PE
Mon a Jirmtm, PF.
L Phillip Gravel III, PF
K urn L WICmm. PE
Marvin L scmtly. PE
R lChard W Poster. P.E.
Michdttl C, Lyneh, FF
Gary A 0901itR, PE
R osene
Rlrhml F, Mims P.E.
mma Q LoskOtm, P.E.
Jamtts R MJIOnd. P.F?
F 7udd foster. PE
GIenn R. CtInk, PC
Robert C Russek. A.IA.
Jerry D, Pvrtksch, PE.
Krlth R Ydlis> PF.
A nderlik &
Tliomes E. NoWs, PC.
Jorry A, Bourdon. PE
Kenneth P Andrrton, PE
M)rk ft, kits, RE
Shawn tJ Glaorahon, PL,
Cca6o Obvlr1. PP
Assoc ia t es
RObert G schur11011. PE
Suuln M tLjVJIn, C PA
Mnrk A KJOWM RE,
Mrrharcl T, RautrnBnn, P.E
Mark A, Snip , PC
Ch.arlm A Ero kson
s'dwriskv
•hr vot Cunswtbnt
t'kd K, Rleld, PR
Garry W. Maven. PF
Log) M
Imunis R, Anoorson, A.I.A.
baniri J. Edgerton, PE
Karin M Own
Engineers
& Arc am si teCtS
w1wid C. PE.
Daryl K, Klrschfnwri PE
Jamry t Cngclhdrt$
Thomas E. Angus, PE
Philip J, QSV411, PE
I$mx l Mamnex, PE,
M,Crk D. =111. PE
October 6, 1992
Mr. Larry Watts
City of New Hope
4401 Xylon Avenue N.
New Hope, M N 56428
Re: Sanitary Sewer Lift Station
Nos. 3 and 4 Renovation
Project No. 491
Our File loo, 34141
Dear Mr. Watts:
Attached is the 2nd and ]Final Pay Request for Lift Stations Nos. 3 and 4 Renovation, Project
No. 491. This project has been completed according to the project plans and specifications.
We recommend the City accept this project and pay Rice Lake Contracting the final amount
on the 2nd & Final Pay Request ($8,256.90).
The project costs are summarized below.
Original Contract Amount $118,800,00
Change Order - .Addition 3,519.00
Devised Contract Amount $122,319,00
Value Completed to Late $118,968,00
The value completed to date is less than the revised contract amount due to adjustment in the
quantities for unit price items.
Rice Lake Contracting will be submitting IC -134 Forms for this project directly to the City,
The final check should be held by the City until the contractor submits the IC -134 Forms,
If you have any questions about this project, please call me at 636 -4600,
Yours very truly,
BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC.
Mark A. Han
MAH:li
34141,cor
2335 West Highway 36 • St. Paul, Minnesota 55113 . 6i2 636 - 4600
10-06-1992 13:25
612 636 1311 BONESTROO & ASSC. P.08
W"WANUMMUNOM
RBOUMT FOR PAYMENr
Lift Station No. 3 & 4
Renovation
Project No. 491
File No. 34141
SUMMARY
I Original Contract Amount
2 Change Order - Addition 3,519.00
3 C 11 4099 Order - Deduction $
4 Revised Contract Am
5 Value Completed to Date
6 Material on Hand
7 Amount Earned
8 Lew llataLnate
9 Sub-Total
10 I-M Amount Paid Previously
11 AMOUNT DUE nIlS RHOUESr FOR PAYS, MENT NO. 2 & Final
Recommended for Approval by:
HONLIS11400, ROSENF, ANDERM AmwIXMS, INC
Specified Contract Completion D
August 1 , 1992 September 30, 19()2
$ 118,800.00
Approved by Owner.
CrIV OV NEW HOP✓ JAN
Date:
34141AFT
10 -06 -1992 13:25 612 636 1311
BONESTROO &
ASSC.
P.09
rt(,
it"
Wit
Cant.a�x
y
Unit
PAM
Uwwtity
11%) ustc
AAU�rrut
To V4to
Puri T-ift
1
Lit station renovation near 60th Aven
North & Quebec Avenue includes relooval
and replacameat of existing puutps,
r43ua of existing Ventilation
equipmout, and mollification of existing
piping to provide pumping capabilidtm,
painting and other miawllaneoua items
covered gad implied with the plans and
Specifications for the I-a mp Suet of.
LS
1
35.000.00
1
15,000 tip _
Total Part 1 - Lift Station No. 3
S3S,000.00
Earl 2 - JAAt Station No. 4
2
Lift station rauovation near
International Parkway includes the
replacement of existing pumps. piping,
and valves at the Cxisting station aaud
valve vault with larger taste piping
modifaaatious include the additlou of
bypass pumpWA conacwHous, retmovirtg of
existing vegtilallon equipment, painting,
and other miscellaneous items covered
and iatphed with the plans and
Sp0 a watious for the Lump Sum of:
LS
1
46,000.00
1
Total Part 2 - Lift Station No. 4
$16,000.00
3
' arl 3 - 1 _Ifl S N2. 4 Ft)® q
10` D IP. 0'- 8' 400p, In place
LF
660
30.00
670
20,100.00
4
haprovod pipe fauaadmion in 6" iucromaut
depths
IF
660
0.10
5
Mechanical trench compaction
LF
660
0.10
670
67.00
6
Polyalltyloue pipe auctataemcnt
LF
730
0. 10
740
74.00
7
10" D.I.P, jgaiCing,
LF
70
105.50
70
7,3t3,S,00
8
Bituminous surfaces rainoval
SY
100
3.00
71
2110U
9
Curb reoloval
U?
20
10.00
32
32U.OU
10
Curb replace Leant
LF
20
15.00
32
480,00
34141.R FP
IMP -1
10 -06 -1992 13:26 612 636 1311 BONESTROO & ASSC. P.10
No. lu m
11 C1. S RUMA410 baw 100% crushed
12 Typo 31 bitatmlacaz bama courme
13 Tye 41 bitumiaous wsarW& courase
14 AC-i bituminous material for tuix
15 Sod with 4" topsoil
16 l2rosion control fenec
17 Remove and relocate 6" dim, trees
Total fart 3 • LS, No. 4 Forcemain
18 Replace brute elbows for both pumps in
Lift Station No. 3
19 'Provide offset piping with two 90 degree
bands below the bypass quick dimcounect
Lu Lift Station Nos. 3 8c 4. Provide
horizontal spool to offset piping 14
Lift Station No. 3
20 Pour a dditioUal concrete in Lift Station
No. 4 to replace axisliag gout
21 Rcplaca lifting chains for both pumps in
Lift Station No. 4
22 lttmtaU valve box an 10" valve at Uft
Station No. 4
Total Change Order No, 1
Total Part 1 - UA Statical No. 3
Total Part 2 - Lift Station No, 4
Total Part 3 • L,S. No. 4 Forcam4in
Total Change Offer No. 1
Total Work Completed to Data
34141 -R,FP
LS 1
Unit
000111"
Unit
ou"tity
TN
20
TN
20
TN
1S
TN
2
SY
4,000
L!z
200
EA
6
LS 1
Unit
Q!wwtity
+MMAI
Price
To tiwtc
7o Para
20.00
31.3
630.00
40.00
15.5
790.00
40.00
14
560,00
105.00
2
210.00
1.50
1,62
2,430.00
2.00
200.00
6
1,211n M
$34.449.00
2.230.00
LS
1
949 .00
LS
1
80.00
L3
1
110.00
is
1
150100
1 2,230.00
1 9{9.00
1 80.00
l 110,00
$3,519.00
35,000,00
46,000.00
34.449.00
$ 118,968.00
RP -2
10-06-1992 13:26 612 636 1311 BONESTROO & ASSC. P.11
M
T
0
Owner
City of Now Hope
Proica
Lift Ste. 3 & 4 Renovation
Ptaied NO.
491
Fills No.
34141
Cou"=r
RW4 Lako Contracting
QiANP-9—Mraw
No. Date Amuunt
1 8-12.92 Piping moddicutions to Lift Station Nos. 3 & 4
2
3
Tbud Clot use Orden . Add
Wxmgm IUMMMY
No. P"W Payment Roud"Ea Complidod
I Start 8-12-92 $110,711.10 $5,926.190 $116,538.00
2 8.12-92 9.2$-92 8,256.90 0.00 118,968.00
3
4
5
6
7
8
9
10
Total Payment to Date
$118,968.00
Original Contract
$118,800.00
Retainage, payment No.
2 & bins l 0M
Chungo Orders
3,119.00
TOW VUIU0 Complutud
$IM968.00
Revised Contract
$122,319.00
34141.R-FP RP-3
.o� ao estroo Owner City of New hope, 4401 Xylon Ave, New Hope, MN 55428 Date Sept. 28, 1992
A �ociates For Period August 12, 1992 to September 28, 1992 Request No. 2 & Final
Engles : """' Contractor Rice Lake Contracting, PO Box 517, Co. Rd. 12, Deerwood, MN 56444
St, Paul, Mi-t.
REQUEST FOR PAYMENT
Lift Station No. 3 & 4
Renovation
Project No. 491
File No. 34141
SUMMARY
1 Original Contract Amount
2 Change Order - Addition
3 Change Order - Deduction
4 Revised Contract Amount
5 Value Completed to Date
6 Material on Hand
7 Amount Earned
8 Less Retainage
9 Sub -Total
10 Less Amount Paid Previously
11 AMOUNT DUE THIS REQUEST FOR PAYMENT NO.
3,_519.00
$
2 & Final
$ 1
$ 122,31
$ 118,968.00
$ 0.00
$ 118,968.00
$ 0.00
$ 118,968.00
$ 110,711.10
$ 8,256.90
Recommended for Approval by:
BONE ROO, ROS E, ANDERLIK & ASSOCIATES, INC.
Approved by Owner:
CITY OF NEW IIOPE, MN
Specified Contract Completion Date:
August 1, 1992; September 30, 1992
Date: 161112a..
r
34141. RFP
No.
Item
Unit
Contract
Quantity
Unit
Price
Quantity
To Date
Amount
7o Date
Part 1 - Lift Station No. 3
1 Lift station renovation near 60th Avenue
North & Quebec Avenue includes removal
and replacement of existing pumps,
removal of existing ventilation
equipment, and modification of existing
piping to provide pumping capabilities,
painting and other miscellaneous items
covered and implied with the plans and
specifications for the Lump Sum of:
LS
1
35,000.00
1
3 nn
Total Part 1 - Lift Station No. 3
$35,000.00
Part 2 - Lift Station No. 4
2
Lift station renovation near
International Parkway includes the
replacement of existing pumps, piping,
and valves at the existing station and
valve vault with larger sizes, piping
modifications include the addition of
bypass pumping connections, removing of
existing ventilation equipment, painting
and other miscellaneous items covered
and implied with the plans and
specifications for the Lump Sum of:
IS
1
46,000.00
1
46.00n_rm
Total Part 2 - Lift Station No. 4
$46,000.00
Part 3 - Lift Station No. 4 Forcemain
3
10" DIP, 0'- 8' deep in place
LF
660
30.00
670
20,100.00
4
Improved pipe foundation in 6" increment
depths
LF
660
0.10
5
Mechanical trench compaction
LF
660
0.10
670
67.00
6
Polyethylene pipe encasement
LF
730
0.10
740
74.00
7
10" D.I.P. jacking
LF
70
105.50
70
7,385.00
8
Bituminous surface removal
SY
1.00
3.00
71
213.00
9
Curb removal
LF
20
10.00
32
320.00
10
Curb replacement
LF
20
15.00
32
480.00
34141.RFP
RP -1
34141.RFP RP -2
Contract
Unit
Quantity
Amount
No.
Item
Unit
Quantity
Price
To Date
To Date
11
CL 5 aggregate base 100% crushed
TN
20
20.00
31.5
630.00
12
Type 31 bituminous base course
TN
20
40.00
19.5
780.00
13
Type 41 bituminous wearing course
TN
15
40.00
14
560.00
14
AC -1 bituminous material for mix
TN
2
105.00
2
210.00
15
Sod with 4" topsoil
SY
4,000
1.50
1,620
2,430.00
16
Erosion control fence
LF
200
2.00
17
Remove and relocate 6" dia. trees
EA
6
200.00
6
Total Part 3 - L.S. No. 4 Forcemain
$34,449.00
Change Order No. 1
18
Replace base elbows for both pumps in
Lift Station No. 3
LS
1
2,230.00
1
2,230.00
19
Provide offset piping with two 90 degree
bends below the bypass quick disconnect
in Lift Station Nos. 3 & 4. Provide
horizontal spool to offset piping in
Lift Station No. 3
LS
1
949.00
1
949.00
20
Pour additional concrete in Lift Station
No. 4 to replace existing grout
IS
1
80.00
1
80.00
21
Replace lifting chains for both pumps in
Lift Station No. 4
LS
1
110.00
1
110.00
22
Install valve box on 10" valve at Lift
Station No. 4
LS
1
150.00
1
Total Change Order No. 1
$3,519.00
Total Part 1 - Lift Station No. 3
35,000.00
Total Part 2 - Lift Station No. 4
46,000.00
Total Part 3 - L.S. No. 4 Forcemain
34,449.00
Total Change Order No. 1
3,519.00
Total Work Completed to Date
$118,968.00
34141.RFP RP -2
PROJE PAYMENT STATUS
Owner
City of New Hope
Project
Lift Sta. 3 & 4 Renovation
Project No.
491
File No.
34141
Contractor
Rice Lake Contracting
CHANGE ORDER
No. Date Amount
1 8 -12 -92 Piping modifications to Lift Station Nos. 3 & 4 $3,519.00
2
3
Total Change Orders - Add
PAYMENT SUMMARY
No. Period
1 Start 8 -12 -92
2 8 -12 -92 9 -28 -92
3
4
5
6
7
8
9
10
Total Payment to Date
Retainage, Payment No.
Total Value Completed
Payment
$110,711.10
8,256.90
$118,968.00
2 & Final 0.00
$118,968.00
$3,519.00
Retainage Completed
$5,826.90 $116,538.00
0.00 118,968.00
Original Contract $118,800.00
Change Orders 3,5
Revised Contract $122,319.00
34141.RFP RP -3
4401 Xylon Avenue North New Hope, Minnesota 55428 Phone: 531 -5100
October 14, 1992
FAX (612) 531 -5174
Rice Lake Contracting
PO Box 517, Co. Rd. 12
Deerwood, MN 56444
SUBJECT: FINAL PAY REQUEST - PROJECT 491 (LIFT STATION NOS. 3 AND 4 RENOVATION)
At its meeting of October 12, 1992, the New Hope city Council approved the final
pay request for the fore - mentioned project to your company for $8,256.90.
A check is being processed; however, it will not be released until we receive the
IC- 134(s). Please mail the IC- 134(s) to my attention.
Since
�.` Cat �
Valerie Leone, CMC
City Clerk
cc: Mark Hanson, City Engineer
Kay Ruhoff, Accountant
Family Styled City For Family Living
IC-134
Rev. 11/90
Wha ` ,Y
Minnesota Department of Revenue
W ithholding I
This affidavit must be approved by the Minnesota Department of Revenue before the
State of Minneso or anv of its subdivisions can make final payment to contractors.
S
Company name Minnesota ID number
RICE LAKE CONTRACTING CORP. 3211358
Address County Rd. 12 , P.O. Box 517 Monthlyear work began
June, 1992
city Deerwood state MN Zip Code 56444 Month /year work ended
August, 1992
Please type or print clearly above. This will be your Total contract amount:
mailing label for returning the comple form. $118,900.00
Telephone number Amount still due:
( 218) 546 -5519 $10,000.00
Did you have employees work on this project? Yes Project number: #491- Lift Stati Nos.
3 a
If none, explain who did the work: Project location: NeW Hope, MN
Address 4401 Xylon Avenue, New Hope, MN 55428
Check the b that describ your Involvement in the project and fill In a ll Information requested in that category:
Sole contractor
❑ Subcontractor If you are a subcontractor, fill in the name and address of the contractor that hired you:
Prime Contractor If you subcontracted out any work on this project, all of your subcontractors must file their own
IC -134 affidavits and have them certified by the Department of Revenue before you can file your
affidavit. For each subcontractor you had, fill in the business information below, and attach a copy
of each subcontractor's certified IC -134. (If you need more space, attach a separate sheet.)
Business name Address Ovr ner /Officer
I declare that all information I have filled in on this form is true and complete to the best of my knowledge and belief. I authorize
the Department of Revenue to disclose pertinent information relating to this project, including sending copies of this form,
to the prime contraotof�f I am a subcontractor, and to any subcontractors if I am a prime contractor, a nd.to the contracting agency
For certification, mail original and one copy to:
Minnesota Department of Revenue, Business Trust Tax Section
Mail Station 6610, St. Paul, MN 55146 -6610
Certificate of Compliance with Minnesota Income Tax Withholding Law
Based on records of the Minnesota Department of Revenue, I certify that the contractor who has signed this certificate has
fulfilled all the requirements of Minnesota Statutes 290.92 and 290.97 concerning the withholding of Minnesota income tax from
wages paid to employees relating to contract services with the state of Minnesota and /or its subdivisions.
4
Signature of authorized Department of Revenue official Date
_ . &.
Index
Advertisement for Bids
Information to Bidders
Proposal
Special Provisions
01300. Submittals
2104. Miscellaneous Demolition - Specific Requirement
2105. Excavation and Embankment - Specific & General Requirements
2211. Aggregate Base - Specific Requirements
General Requirements
2302. Jacking or Augering
2331. Plant-Mixed Bituminous
2575. Turf Establishment - Specific Requirement
11114. Submersible Non-Clog Pump Lift Stations
24,000. Sewers - Specific Requirements
General Requirements
34141 1-1
F1 kN - 101
Plate 1-25A
Improved Foundation
Plate SP-64
Erosion Control
Plate SP-89
Siltation Fence
Plate SP-103
Erosion Control
Conditions of the Contract
I hereby certify that this plan and specification was
prepared by me or under my direct supervision
and that I am a duly Registered Professional
Engineer under the laws of the State of Minnesota.
W,070
wil
Mark R. Rolfs, P.E.
Date: May 11, 1992 — Reg. No. 16722
34141 1-2
LIFT STATION NO. 3 RENOVATION
Lift Station No. 3 located at 60th Avenue North and Quebec Avenue includes the
replacement of existing pumps with new pumps, the removal of existing ventilation
equipment, and minor piping modifications.
Lift Station No. 4 located along International Parkway consists of replacement of
existing piping and pumps within the lift station and valve manhole, and the
replacement of the existing 6" forcemain with a 10" forcemain.
Plans and specifications, proposal forms and contract documents may be seen at the office
of the City Clerk, New Hope, Minnesota, and at the office of Bonestroo, Rosene, Anderlik
& Associates, Inc., Consulting Engineers, 2335 W. Trunk Highway 36, St. Paul, MN 55113,
(612) 636-4600.
Each bid shall be accompanied by a bidder's bond naming the City of New Hope as obligee,
certified check payable to the Clerk of the City of New Hope or a cash deposit equal to at
least five percent (5%) of the amount of the bid, which shall be forfeited to the City in the
event that the bidder fails to enter into a contract.
The City Council reserves the right to retain the deposits of the three lowest bidders for a
period not to exceed 45 days after the date and time set for the opening of bids. No bids
may be withdrawn for a period of forty-five (45) days after the date and time set for the
opening of bids.
Payment for the work will be by cash or check.
Contractors desiring a copy of the plans and specifications and proposal forms may obtain
them from the office of Bonestroo, Rosene, Anderlik & Associates, Inc., upon payment of
a deposit of $30.00. See "Information to Bidders" for plan/specification deposit refund
policy.
The City Council reserves the right to reject any and all bids, to waive irregularities and
informalities therein and further reserves the right to award the contract to the bestinterests
of the City.
Daniel Donahue, City Manager
City of New Hope, Minnesota
I 15,10) Own �Xlllo 11 01 *M
1. BID F>ROCEDURE: Each planholder has been furnished a specification, plan set and
two extra proposals. Bids shall be submitted on the sepaiate Proposal Form designated
"BID COPY' and not in the specification book. The Proposal containing the bid shall be
submitted in a sealed envelope.
2. DEPOSIT ND REFUND: Plans and specification's may be obtained for the deposi)
amount stipulated in the Advertisement for Bids. ' Planholders may obtain more than one
set of plans and specifications for the stipulated amount, however, refunds will not be given
for these additional sets.
Refunds of deposit will be made to all bidders, subcontractors, and suppliers who return
plans and specifications, in good condition, within 15 days of the bid date provided they:
a) Were a prime bidder who submitted a bona-fide bid to the Owner, or
b) Submitted quotes to at least two prime bidders which are identified with the
returned plans and specifications.
The following planholders need not return plans and specifications to receive a refund of
deposit:
a) Low prime bidder, or
b) S low subcontractors and suppliers who notify the receptionist within 15
days of the bid.
Refunds of deposit will also be made, for one set of plans and specifications only, to those
planholders who return plans and specifications at least 48 hours before the bid-letting hour.
3. INDIVIl7L1AL DRA WINGS AND SPECIFICATION SHEETS: Individual drawings and
specifications sheets may be purchased at the rate of Five Dollars ($5.00) per sheet of
drawings and Twenty-five cents ($0.25) per sheet of specifications for which no refund will
be made.
1989
General
�/ aonestroo
Bidder Rice Lake Contracting Corp. Total Base Bid $118,800.00
® Rosene
A County Road 12, P.O. Box 517 Telephone No. 218 -546 -5519
A derlik &
City, State, Zip Deerwood, MN 56444 Fax. No. 218 -546 -7016
St. te Peuf, & A,,M at a k
St.
PROPOSAL
LIFT STATION NO. 3 AND 4 RENOVATION
PROJECT NO. 491
FILE NO. 34141
NEW HOPE, MINNESOTA
1992
Opening Time: 11:30 A.M., C.D.S.T.
Opening Date: Friday, June 5, 1992
Honorable City Council
City of New Hope
4401 Xylon Avenue
New Hope, Minnesota 55428
Dear Council Members:
The undersigned, being familiar with your local conditions, having made the field inspections
and investigations deemed necessary, having studied the plans and specifications for the work
including Addenda Nos. 0 and being familiar with all factors and other conditions
affecting the work and cost thereof, hereby proposes to furnish all labor, tools, materials,
skills, equipment and all else necessary to completely construct the project in accordance
with the plans and specifications on file with your Clerk and Bonestroo, Rosene, Anderlik
& Associates, Inc., 2335 W.Trunk Highway 36, St. Paul, Minnesota 55113, as follows:
No. Item Unit Qty Unit Price Total Price
Part 1 - Lift Station No. 3
1 Lift station renovation near 60th Avenue
North & Quebec Avenue includes removal
and replacement of existing pumps,
removal of existing ventilation
equipment, and modification of existing
piping to provide pumping capabilities,
34141.PRO P -1
No. Item Unit Qty Unit Price Total Price
painting and other miscellaneous items
covered and implied with the plans and
specifications for the Lump Sum of: LS 1 $35,000.00 $2 5,()(a m
Total Part 1 - Lift Station No. 3 $35,000.00
Part 2 - Lift Station No. 4
2 Lift station renovation near
International Parkway includes the
replacement of existing pumps, piping,
and valves at the existing station and
valve vault with larger sizes, piping
modifications include the addition of
bypass pumping connections, removing of
existing ventilation equipment, painting
and other miscellaneous items covered
and implied with the plans and
specifications for the Lump Sum of: LS 1 $46,000.00 $ 46,OOO M
Total Part 2 - Lift Station No. 4 $46,000.00
Part 3 - Lift Station No. 4 Forcemain
3
10" DIP, 0'- 8' deep in place
LF
660
$ 30.00
$19,800.00
4
Improved pipe foundation in 6" increment
depths
LF
660
0.10
66.00
5
Mechanical trench compaction
LF
660
0.10
66.00
6
Polyethylene pipe encasement
LF
730
0.10
73.00
7
10" D.I.P. jacking
LF
70
105.50
7,385.00
34141TRO
P -2
No. Item
8 Bituminous surface removal
9 Curb removal
10 Curb replacement
11 Cl. 5 aggregate base 100% crushed
12 Type 31 bituminous base course
13 Type 41 bituminous wearing course
14 AC -1 bituminous material for mix
15 Sod with 4" topsoil
16 Erosion control fence
17 Remove and relocate 6" dia. trees
Total Part 3 - L.S. No. 4 Forcemain
Total Part 1 - Lift Station No. 3
Total Part 2 - Lift Station No. 4
Total Part 3 - L.S. No. 4 Forcemain
Total Base Bid
Alternate Equipment Bids
1 Item
Manufacturer
Add or Deduct
2 Item
Manufacturer
Add or Deduct
3 Item
Manufacturer
Add or Deduct
Unit
Qty
Unit Price
SY
100
$ 3.00
LF
20
10.00
LF
20
15.00
TN
20
20.00
TN
20
40.00
TN
15
40.00
TN
2
105.00
SY
4,000
1.50
LF
200
2.00
EA
6
200.00
Total Price
$ 300.00
200.00
300.00
400.00
800.00
600.00
210.00
6,000.00
400.00
$ 35,000.00
$ 46,000.00
$118,800.00
34141.PRO P -3
The final amount of the contract shall be determined by multiplying the final measured
quantities of the various items actually constructed and installed by the unit prices therefor,
in the manner prescribed in the specifications. However, the low bidder shall be determined
by adding the sums resulting from multiplying the quantities stated by the unit prices bid
therefor.
Accompanying this bid is a bidder's bond certified check or cash deposit in the amount of
$ five percent 5 %) of amount bid which is at least five percent (5 %) of the amount of
my /our bid made payable to the Owner, and the same is subject to forfeiture in the event
of default on the part of the undersigned or failure on the part of the undersigned to
execute the prescribed contract and bond within fifteen (15) days after its submittal to me /us.
In submitting this bid it is understood that the Owner retains the right to reject any and all
bids and to waive irregularities and informalities therein and to award the contract to the
best interests of the Owner.
In submitting this bid, it is understood that payment will be by cash or check.
It is understood that bids may not be withdrawn for a period of 45 days after the date and
time set for the opening of bids. It is understood that the Owner reserves the right to retain
the certified check or bond of the three lowest bidders as determined by the Owner for a
period not to exceed 45 days after the date set for the opening of bids.
Respectfully submitted,
(A Cornoratio -n
Rice Lake Contracting Corp. (An Individual)
Name of Bidder (A Partnership)
(Signed) Luke T. Spalj
Signer
Vice President
Title
Luke T. Spalj
Printed Name of Signer
34141TRO P_4
16
2'x2 d Stake
2 Per Sala
2 Rowe of Sales
Placed on Edge
=
\ \` � / « .
St. Pout, Minnesota
m �W � Nowt
Omm
Support post anchorage
in—situ soil
Bonestroo
Rosene
Anderlik &
Associates
Engino*rs & Architocto
St. P&Ut Minn"Oft
x wood stakes
8' Maximum spacing
Engineering fabric, Mirafi
*Envirofenc "
e or equal.
W
3:
Fabric anchorage trench
z
ac ill trench with
tamped natural soil
D71recf'On o f runOff n
C14
zw
Support post anchorage
in—situ soil
B• ft Attach fabric fit:
support posts with
loth and staples
Bonestroo
Rosene
Anderlik &
Associates
Engino*rs & Architocto
St. P&Ut Minn"Oft
B• ft Attach fabric fit:
support posts with
loth and staples
Bales placed on edge.
'butted tight.
in
2'k 2" Wood sta
2 per bale
•
NOTE:
Pt. A to be higher
than Pt. B
Earth fill
f low
UO 2w
A
. PROFILE
Em
Bonestroo , Rosene.
Anderlik a Assoc., Inc.
Consulting Engineers
St. Paul , Minnesota
EROSION L CONTROL I SP 64
SPECIA DETAILS
NM7� ; •'�
M •• • �
Fifff!=�
v
Bc" Denotes outside
diameter • Pipe
Barrel
Bc
4
d o
Variable
nwr=-
6" Pay
I ncrements
6" (Typical)
-Coarse Filter
Aggregate
(Mn DOT Spec, 3149H
Modified)
Bonestroo, Rosene,
Anderlik 8 Assoc. Inc.
Consulting Engineers
St. Paul, Minnesota
STANDARD DETAILS
IMPROVED FOUNDATIOV
FOR RCP, VCP a DIP
Revisions Plate No.
JAN. 1986 i
1-25A
24,000.9-1. CONSTRUCTING CATCH BASINS: Constructing catch basins as shown on
the plans will be paid for at the Contract Unit Price per catch basin which
shall include furnishing and placing the catch basin frame and grating.
24,000.9.J. IMPROVED PIPE FOUNDATION: Authorized granular materials for
improving pipe foundation in place shall be paid for at the Contract Unit Price
per lineal foot for each six inch layer placed below pipe bedding.
24,000.9.K. SAND CUSHION: Granular material for a sand cushion in place in
rock excavation shall be paid for at the Contract Unit Price per ton.
24,000.9.L. DROP INLET PIPE: Drop inlets in place shall be paid for at the
Contract Unit Price per linear foot which shall be payment in full for the ex-
tended manhole base, encasement, drop pipe, cast iron tee, cast iron pipe and
concrete collar. Payment shall be made for sewer pipe from center to center of
all manholes as per Section 24,000.8.C. when cast iron pipe is extended for
drop inlets.
24,000.9-M. SPECIAL STRUCTURES & APPURTENANCES: Basis of payment for special
structures and appurtenances not included above shall be stated in the "Special
Provisions," "Specific Requirement," and "Proposal".
1/88-24000G
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
pfflm�$*
24,000.8.K. SPECIAL STRUCTURES & APPURTENANCES:
special structures and appurtenances not included above
the "Special Provisions," "Specific Requirements," and
24,000.9. BASIS OF PAYMENT:
Methods of measurement for
shall be as stated in
"Proposal."
24,000.9.A. TRENCH EXCAVATION & BACKFILL: Regardless of the width excavated,
sewer pipe furnished and installed with bedding will be paid for at the
Contract Unit Price per linear foot of pipe falling within each of the
following depth zones as measured from the profile grade:
From 0' to 8 from 8' to 10 and two foot increments thereafter.
Excavation and backfilling of trench and associated pipe bedding shall be
included in the price of sewer pipe furnished and installed.
24,000.9.B. SOLID ROCK EXCAVATION: Solid rock excavation will be paid for at
the Contract Unit Price per cubic yard.
24,000.9.0. SEWER PIPE WITH BEDDING IN PLACE: Sewer pipe in each diameter and
classification furnished and installed will be paid for at the Contract Price
per linear foot which shall include payment for trench excavation and
backfilling and associated pipe bedding.
24,000.9.D. DUCTILE IRON PIPE: Ductile iron pipe will be paid for at the
Contract Unit Price per linear foot for each type and diameter of, pipe fur-
nished which shall include payment for trench excavation and backfill.
24,000.9.E. WYE
Price for each unit
posal.
BRANCHES: Wye branches will be paid for at the Contract Unit
furnished and installed of the size specified on the Pro-
24,000.9.F. SERVICE RISER PIPE: Service riser pipe will be paid for at the
Contract Unit Price per linear foot for the vertical distance from the center-
line of the sewer to the top of riser. Concrete reinforcement of the main
sewer and riser pipe as described in Section 24,000.4.B. shall be considered
as incidental and will not constitute a pay item.
24,000.9.G. CONSTRUCTING MANHOLES TO DEPTH OF EIGHT FEET: Constructing of
manholes to a depth of eight (8) feet will be paid for at the Contract Unit
Price per manhole which shall include furnishing and placing the manhole frame
and cover. This section also applies to all catch basin manholes and catch
basins.
24,000.9.H. CONSTRUCTING MANHOLES TO A DEPTH GREATER THAN EIGHT FEET: Con-
structing of manholes to a depth greater than eight (8) feet will be paid for
at the Contract Unit Price per manhole plus the unit price per linear foot for
each foot of depth that is greater than eight feet. This section also applies
to all catch basin manholes and catch basins.
24,000-18
1/88-24000G
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
24,000.8.B. SOLID ROCK EXCAVATION: If solid rock is encountered in the
trench, such rock excavation shall be measured by volume in cubic yards and
shall be measured from the top of the rock to a point six inches below the
outside barrel of pipe and twelve inches from each side of inside diameter of
pipe. The minimum trench width of the solid rock excavation shall be 36
inches. For measurement purposes volume will be computed based on vertical
walls for the width specified above.
24,000.8-0. SEWER PIPE WITH BEDDING: Sewer pipe of each diameter and classi-
fication furnished and installed with associated pipe bedding will be measured
separately by length in linear feet. Measurement will be made along the cen-
terline of the sewer and from center to center of all manholes, catch basins or
junction fittings.
Where bends, tee manholes, flared end sections or other special shapes are in-
stalled, the length of pipe replaced by these structures shall be deducted from
the distance from center of manhole to center of manhole for pay purposes. The
special structures will be paid for as separate bid items.
24,000.8.D. ' SERVICE CONNECTION: Wyes and tee branches of each diameter and
classification furnished and installed will be measured as a unit.
24,000.8.E. SERVICE RISER PIPE: Sewer pipe used for service risers of each
diameter and classification furnished and installed will be measured separate-
ly by vertical length in linear feet from the centerline of the sewer to the
top of the last riser section.
24,000.8.F. CONSTRUCTING MANHOLES: Manholes will be measured by depth of the
structure from the invert of the pipe to the top of the cover in linear feet,
based on the dimensions as staked by the Engineer.
24,000.8.G. CONSTRUCTING CATCH BASINS: Catch basins will be measured by the
number of catch basins completed as to shape, size, and depth according to the
plans.
24,000.8.H. ' IMPROVED PIPE FOUNDATION: Granular materials placed for improving
pipe foundation below the specified pipe bedding shall be measured by the
lineal foot of pipe placed with improved foundation in six inch depth
increments of granular material placed. As an example, if two feet of granular
material is required for improved pipe foundation under a 12" pipe installed
with C-2 bedding; six inches of material is required for Class C-2 bedding and
improved pipe foundation shall be measured as three lineal feet, six inches
deep.
24,000.8.J. DROP INLETS: Drop inlets will be measured by depth from the low-
est invert of the manhole to the invert of the pipe being served by the drop
inlet.
1/88-24000G
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
ROMMMM
24,000.6.J. CLEANING UP: Surplus pipe line material, tools and temporary
structures shall be removed by the Contractor, and all dirt, rubbish, caused by
his operations and excess earth from excavations shall be hauled to a dump
provided by the Contractor and the construction site shall be left to the sat-
isfaction of the Engineer.
Clean up and restoration shall include the replacement and restoration of all
street signs, mailboxes, posts, fences and similar items disturbed by the con-
struction described herein. Unless otherwise noted in the Special Provisions
or Proposal all items of clean-up and restorations shall be considered inci-
dental to the contract with no additional compensation allowed.
mvqtr�
TESTING PIPE LINES
24,000.7.A. INFILTRATION IN SEWERS: Upon completion of the sever construc-
tion, leakage tests shall be made to determine the amount of ground water in-
filtration into the severs. Measurements will be made by means of 90' V-notch
weirs placed in the lines. Measurements shall be taken at all points where, in
the opinion of the Engineer, the flow of water in the sewers is greater than
the maximum allowable leakage. Tests may be taken between individual manholes
and the infiltration in any given line shall not exceed the specified maximum
allowable rate.
The maximum allowable rate of leakage shall not exceed 100 gallons per mile per
inch diameter of pipe per day.
The Contractor shall furnish the weirs and other material and the labor for
placing the weirs in the sewers and shall assist the Engineer in making the
measurements. The Contractor shall receive no additional compensation for
making the leakage tests or corrective work necessary to reduce leakage below
the maximum allowed by the specifications.
11i it
24,000.8.A. TRENCH EXCAVATION: Trench excavation will be measured in linear
feet of trench according to the zone classifications specified as follows:
From 0' to 8 from 8' to 10 and in two foot increments thereafter, which are
based on the total depth of the trench to the designated grade of the pipe
invert. No deduction in depth will be made for rock encountered in the trench
above the designated grade.
Measurement will be made along the centerline of the sewer and from center to
center of all manholes, catch basins or junction fittings.
24,000-16
1/88-24000G
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
24,000.6.E. PROCEDURE WHERE NO SETTLEMENT IS ALLOWABLE; (Type "d") Succeed-
ing layers of backfill shall be made of selected materials meeting require-
ments as set forth in the "Specific Requirements." This type of backfilling
shall be placed in uniform layers, before compaction, of approximately 6
inches, tamped by mechanical means to the density specified in the Specific
Requirements.
24,000.6.F. DENSITY TESTS: Density tests will be performed by an approved
soils testing firm at various< locations and depths throughout the project as
directed by the Engineer. The Contractor shall cooperate fully and provide
assistance as necessary to complete these tests with no additional compensa-
tion being made to the Contractor.
All testing costs pertaining to passing tests shall be paid for by the Owner.
All testing costs pertaining to failing tests will be charged to and paid for
by the contractor.
Where areas have not been compacted sufficiently to meet specific density re-
quirements, these areas shall be excavated and recompacted until the density
requirements are met. All cost for the work associated with recompaction shall
be the Contractor's sole responsibility.
24,000.6.G. DEFICIENCY OF BACKFILL, BY WHOM SUPPLIED: Any deficiency in the
quantity of material for backfilling the trenches, or for filling depressions
caused by settlement, shall be supplied by the Contractor with no extra com-
pensation allowed. Any settlement which occurs shall be refilled by the Con-
tractor. Material shall be provided at the Contractor's expense and the ma�e-
rial shall be approved by the Engineer.
24,000.6.H. DISPOSAL OF EXCESS MATERIALS AND DEBRIS: Unless otherwise speci-
fied, excavated material either not suitable or not required for fill material
shall be disposed of by the Contractor outside of the right-of-way at his ex-
pense in any manner he may elect subject to the provisions of the following
paragraph.
Before dumping such materials or debris on a private or public land, the Con-
tractor must obtain from the Owner of such land written permission for such
dumping and a waiver of all claims against the Owner for any damage to such
land which may result therefrom together with all permits required by law for
such dumping. A copy of such permission, waiver of claims and permit shall be
filed with the Engineer before said disposal is made.
24,000.6.1. RESTORATION OF SURFACE: All surfaces disturbed during the con-
struction period, whether caused by actual excavation, deposition of excavated
material, or by the construction equipment, shall be returned to its original
conditions or better. Exceptions to the above, if any, or special instruc-
tions pertaining to any particular section of the project will be outlined in
the "Special Provisions."
1/88-2400OG
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
24,000-15
24,000.6. BACKFILLING, CLE UP & MAINTAINING SURFACES:
24,000.6.A. BACKFILLING PROCEDURE AT PIPE ZONE: All trenches and excavations
shall be backfilled immediately after pipe is laid therein. For backfill up to
a level of one foot over the top of the pipe, only selected materials free from
rock, boulders, debris or other high void content substances, shall be used.
The backfilling shall be placed completely under the pipe haunches in uniform
layers not exceeding 4 inches in depth. Each layer shall be placed, then
carefully and uniformly tamped to eliminate the possibility of lateral
displacement and to provide uniform support completely under the pipe haunches.
The backfill material shall be moistened if necessary, tamped in 4 inch layers
and thoroughly compacted under and on each side of the pipe to provide solid
backing against the external surface of the pipe.
The installation and backfilling of polyvinyl chloride pipe shall be in accor-
dance with A.S.T.M. D-2321 with special attention given to compacting the
backfill material around the pipe to at least 95 percent of maximum density to
a distance of one foot above the top of the pipe.
24,000.6.B. BACKFILL PROCEDURE ABOVE PIPE ZONE: (Type "a") Procedure where
settlement is allowable. Succeeding layers of backfill may contain coarser
materials and shall be free from pieces of rock, concrete or clay lump more
than one cubic foot in volume, roots, stumps, tin cans, rubbish, frozen mate-
rials and other similar articles whose presence in the backfill would cause
excessive settlement. This type of backfilling may be accomplished above the
pipe zone by any mechanical means or otherwise, at the option of the Contrac-
tor. Surface shall be maintained in passable condition for traffic until date
of final inspection. Backfilling under exposed existing utilities shall be
compacted to prevent settlement and any future displacement.
24,000.6.C. BACKFILL PROCEDURE ABOVE PIPE ZONE: (Type "b") Succeeding layers
of backfill may contain coarser materials and shall be free from pieces of
rock, concrete or clay lump more than one cubic foot in volume, roots, stumps,
tin cans, rubbish, frozen materials and other similar articles whose presence
in the backfill would cause excessive settlement. This type of backfilling may
be compacted by puddling with hose and long pipe nozzle or by flooding the
trench, as the backfilling is accomplished above the pipe zone by any mechani-
cal means or otherwise at the option of the Contractor. It is important that
proper precautions be taken to prevent flooding of the pipe when flooding the
trench, and the Contractor shall be wholly responsible for neglect of these
precautions.
24,000.6.D. PROCEDURE WHERE NO SETTLEMENT IS ALLOWABLE: (Type "c") Succeed-
ing layers of backfill may contain coarser materials and shall be free from
pieces of rock, concrete or clay lump more than one cubic foot in volume,
roots, stumps, tin cans, rubbish, frozen materials and other similar articles
whose presence in the backfill would cause excessive settlement. This type of
backfilling shall be placed in uniform layers, before compaction, of approxi-
mately 6 inches, tamped by mechanical means to the density specified in the
Specific Requirements.
1/88-2400OG
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
24,000-14
24,000.4.C. RECORDS & LOCATION OF SERVICE CONNECTIONS: It shall be the duty
of the Contractor to keep an accurate record of service connections, as to lo-
cation, depth to top of riser, type of connection provided, etc. Location
shall be made in respect to nearest manhole center, downgrade from the ser-
vice. This record shall be turned over to the Engineer at the end of each week.
24,000.5. MANHOLES:
24,000.5.A. GENERAL: All reference to manholes shall apply equally to catch
basin structures in this section of the specifications.
24,000.5.B. EXCAVATION; Excavation shall be to a depth and size to provide
for construction of EXCAVATION__;_ manholes and catch basins as shown in detail on the
plans.
24,000.5.0. CONCRETE BASE: Concrete base for manhole construction shall be of
size and depth as shown on the plans. Concrete used for this purpose shall
consist of one part Portland cement, two parts of clean sharp sand and four
parts of graded coarse aggregate. Material used for this purpose shall be
subject to the approval of the Engineer. Base shall be poured on undisturbed
earth prior to setting the precast manhole sections. Precast concrete manhole
bases shall be considered equal.
24,000.5.D. WALLS: Material to be used in the walls of manholes shall be as
specified in Section 24,000.2. All external surfaces of concrete block man-
holes if permitted shall be plastered with a 1/2 inch coat of Portland cement
mortar. Mortar shall contain one part of cement to three parts of suitable
plaster sand. Lime or mortar mix shall be used in amount necessary to make a
suitable mixture for plastering purposes, but not to exceed 15Z by volume of
cement. Mortar used for laying concrete block shall consist of one part Port-
land cement to two parts of sand to which lime or mortar mix may be added not
to exceed fifteen percent (15Z) by volume of cement.
24,000.5.E. MANHOLE STEPS: Manhole steps shall be of the type as specified in
Section 24,000.2.3. Spacing shall be as shown on the detailed manhole plans,
but not greater than 16 inches in vertical alignment.
24,000.5.F. PLACING MANHOLE RINGS & COVERS: The frame or ring casting shall
be set to the designation elevation in a full mortar bed.
24,000.5.G. PLACING CATCH BASIN FRAMES & COVERS: Where catch basins are to be
placed to final grade and castings are to be installed in curbing, then the
casting and all adjusting rings shall be encased in concrete at least 4 inches
in thickness. Where curb and street work is to be done under separate contract
the casting frame shall be set in mortar only.
24,000.5.H. DROP MANHOLE INLETS: Encased drop inlets shall be constructed as
required on the plans and in accordance with the standard Drop Inlet Detail
Plate.
24,000-13
1/88-2400OG
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
24,000.3.E21. Bell Ends to Face Direction of Laying: Pipe laying shall pro-
ceed upgrade with spigot ends pointing in the direction of flow.
24,000.3.E22. Railroad & Highway Crossing: When any railroad or highway is
crossed, all precautionary construction measures required by the railroad or
highway shall be followed. Railroad or highway crossings shall be Jacking or
tunneling and construction and permit requirements shall be as stated in the
"Specific Requirements".
24,000.3.E23. Unsuitable conditions for Laying Pipe: No pipe shall be laid in
water or when the trench conditions are unsuitable for such work.
24,000.3.E24. Jointing: Joints for vitrified clay and concrete pipe shall be
made by wiping the joints clean, applying the manufacturer's recommended
lubricant compound over the entire joint surface and then inserting the spigot
end into the bell with sifficient force to properly seat the pipes. Joints for
polyvinyl chloride pipe shall be made by the use of a solvent cement or pushon
rubber gaskets. All jointing procedure shall be in accordance with the
recommendations of the pipe manufacturer.
After joints are made, any superfluous material inside the pipe shall be re-
moved by means of an approved follower or scraper. All joints must be water-
tight, and any leaks or defects discovered must be immediately repaired. Any
pipe which has been disturbed after being laid must be taken up, the joint
cleaned and properly relaid as directed by the Engineer.
Joints connecting cast iron pipe with concrete or clay pipes shall be made with
a concrete collar completely surrounding the joint or approved adapter.
Where a sever line outlets to grade or
flared end section, the Contractor
joints together by the use of "U" bolt
the pipe manufacturers.
where the line is terminated with a
shall fasten at least the last three (3)
fasteners approved and as recommended by
24,000.4. SERVICE CONNECTIONS:
24,000.4.A. WYE BRANCHES: Extra strength wye branches shall be placed at the
locations directed by the Engineer. The wye branch shall be placed so that the
wye is located at approximately a 45 angle from horizontal. Vitrified or
other suitable plugs shall be provided for the openings. Plugs shall be in-
stalled with Atlastic 77, Sonolastic Sealant or equal joint material or shall
be specifically designed for the opening to be plugged.
24,000.4,8. RISERS: Standard weight cast iron soil pipe shall be used as
risers to extend - service connections to a point within 10 feet of the street
grade or as directed. Risers shall be installed in accordance with the stan-
dard service riser detail plate. Care shall be taken in backfilling so as not
to damage the riser installation. Suitable plugs shall be provided for the
openings, properly sealed.
24,000-12
1/88-2400OG
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
At all dangerous intersections, bypasses, and intercepting roads, the Contrac-
tor shall at his own expense furnish, erect and maintain such warning barri-
cades as are necessary and required by the Engineer, and he shall place and
maintain acceptable warning lights at each. It shall be the Contractor's re-
sponsibility to check and inspect all lights and barricades at all times in-
cluding Sundays and Holidays. He shall maintain the streets in a passable
condition, shall conduct his work so as to create a minimum amount of incon-
venience to traffic and shall furnish not less than two flagmen at each loca-
tion where loading or depositing of material requires the turning of the trucks
on any state highway or "main street" and where the operation of construction
equipment endangers traffic. Temporary suspension of work does not relieve the
Contractor of the responsibility outlined in the above requirements.
24,000.3.E14. Property Protection; Trees, fences, poles and all other prop-
erty shall be protected unless their removal is authorized; and any property
damaged shall be satisfactorily restored by the Contractor, or adequate
compensation therefor shall be the responsibility of the Contractor. Where
tree trimming is required, all cut surfaces one inch or more in diameter shall
be covered with a coat of asphalt paint.
24,000.3.E1 5. No valve or other control on the
existing system shall be operated for any purpose by the Contractor without
approval of the Engineer and all consumers affected by such operation shall be
notified by the Contractor at least an hour before the operation and advised of
the probable time when service will be restored.
24,000.3.E16. LunnelinR Trench: Where
pipe cannot be placed by open trench excavation, the method for placing and
payment thereof shall be stated in the "Specific Requirements".
24,000.3.E17. Manner of_qa,�ling_Pipe & Accessories Into Trench: Proper im-
plements, tools and facilities satisfactory to the Engineer shall be provided
and used by the Contractor for the safe and convenient prosecution of the work.
24,000.3.E18. Pipe Ke pt Clean: All foreign matter or dirt shall be removed
from the inside of the pipe before it is lowered into its position in the
trench, and it shall be kept clean by approved means during and after laying.
All matter entering the pipe shall be removed by the Contractor prior to ac-
ceptance with no additional compensation allowed.
24,000.3.E19. LUinK the Pipe: The spigot shall be lubricated, centered in
the bell, the pipe shoved into position and brought into true alignment; it
shall be secured there with earth carefully tamped under and on each side of
it, excepting at the bell holes. Care shall be taken to prevent dirt from en-
tering the joint space.
24,000.3.E20. Preventing Trench Water from Entering Pipe: All openings along
the line of sever shall be securely closed, and at the suspension of work at
any time, suitable stoppers shall be placed to prevent water, earth or other
substances from entering the sever.
1/88-240000
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
PUMMMOM
24,000.3.E8. Solid Rock Excavation Defined: Solid rock excavation shall in-
clude such rocks as are not decomposed, weathered or shattered and which will
require blasting, barring, wedging or use of air tools for removal. Under this
classification shall be included the removal of any concrete or masonry
structures (except concrete pavement, curb, gutter and sidewalk) or boulders
exceeding one-half (1/2) cubic yard in volume that may be encountered in the
work.
24,000.3.E9. Blasting Procedure: Blasting for excavation will not proceed
until the Contractor has notified the Engineer of the necessity to do so, such
notification shall in no manner relieve the Contractor of the hazards and lia-
bility contingent in blasting operations. The hours of blasting will be fixed
by the Owner. Any damage caused by blasting shall be repaired by the Contrac-
tor at his, expense. The Contractor's methods of procedure relative to blast-
ing shall conform to local and state laws and municipal ordinances.
24,000.3.E10. Bell Holes Required: Bell holes of ample dimensions shall be
dug in trenches at each joint to permit the jointing to be made properly.
24,000.3.Ell. Braced & Sheeted Trenches: The Contractor shall adequately
brace and sheet excavations wherever necessary to prevent caving or damage to
nearby property. The cost of this temporary sheeting and bracing, unless pro-
vided for otherwise, shall be considered as part of the excavation costs with-
out additional compensation to the Contractor. Trench sheeting or bracing
shall remain in place until the pipe has been laid, tested for defects and re-
paired if necessary, and the earth around it compacted to a depth of one foot
over the top of the pipe.
Sheeting, bracing, etc. placed in the "pipe zone" (that part of the trench be-
low a distance of one foot, above the top of the pipe) shall not be removed
without the written permission or written order of the Engineer. Sheeting
ordered left in place by the Engineer shall be paid for at the unit price bid.
The Contractor may also leave in place, at his own expense, any sheeting or
bracing in addition to that ordered left in place by the Engineer necessary to
prevent injury or damage to persons, corporations, or property, whether public
or private, for which the Contractor under the terms of this contract is liable.
24,000.3.E12. Manner of Piling Excavated Material: All excavated material
shall be piled in a manner that will not endanger the work and that will avoid
obstructing sidewalks and driveways. Gutters shall be kept clear or other
satisfactory provisions made for street drainage.
24,000.3.E13. Maintenai
will be permitted to use
own expense erect and
Contractor shall at his
lights and barricades
damage.
ace of Traffic: When traffic cannot be diverted, it
the highway at all times. the Contractor shall at his
maintain warning signs and warning barricades. The
own expense, place and maintain acceptable warning
to protect persons from injury and to avoid property
1/88-24000G
Copyright 1.988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
The Owner reserves the right to measure deflection of PVC sewer pipe 30 days
after placement of backfill material in the trench and at any time during the
warranty period. Deflections greater than five (5Z) percent of the inside pipe
diameter shall be considered failure of the bedding procedure and the Contrac-
tor may be required to re-excavate the trench and provide additional compaction
along the side of the sewer pipe with no additional compensation for such
work. Deflection testing of PVC pipe shall be performed by the contractor with
no additional compensation allowed therefor.
24,000.3.E4. Correcting Faulty Grade: Any part of the trench excavated below
grade shall be corrected with approved material thoroughly compacted without
additional compensation to the Contractor.
24,000.3.E5. Improved Pipe Foundation: When the bottom of the trench is soft
or where in the opinion of the Engineer unsatisfactory foundation conditions
exist, the Contractor shall excavate to a depth to insure proper foundation.
The excavation shall then be brought up to pipe grade with thoroughly compacted
granular materials meeting Specification 24,000.2.N. No payment will be made
for rock installed without the knowledge or consent of the Engineer nor will
payment be made for rock installed only for dewatering purposes. Payment will
be made for only the authorized granular foundation material placed under the
pipe.
It shall be the Contractor's responsibility to notify the Engineer of changing
soil conditions which may be of poor bearing capacity and when organic soils
are encountered. Where utilities are placed on unstable soils without notifi-
cation of the Engineer, the Contractor shall be responsible for all repairs and
correction of the installation without further compensation.
24,000.3.E6. kiRt_ Clearance in Rock. Ledge rock, boulders and large stones
shall be removed to provide a clearance of at least 6 inches below the outside
barrel of the pipe and to a clear width of 6 inches on each side of all pipe
and appurtenances for pipe 15 inches or less in diameter; for pipes larger than
15 inches, a clearance of 6 inches below and a clear width of 9 inches on each
side of outside diameter of pipe shall be provided. Adequate clearance for
properly jointing pipe laid in rock trenches shall be provided at bell holes.
24,000.3.E7. Pipe Bedding in Rock: Where rock is encountered, the space be-
tween the rock and the pipe surfaces shall be backfilled with granular materi-
als meeting specification 24,000.2.N. and thoroughly tamped. The material from
the trench excavation, other than rock, boulders, peat, silt or other un-
acceptable material, shall be considered as suitable material. No additional
compensation for placing or tamping this material shall be allowed. However,
in the event that additional material must be hauled in, the hauling of the
suitable granular material for the pipe bed shall be paid for on a weight basis
only when ordered placed by the Engineer.
1/88-24000G
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
24,000.3.E3.1. Class C -1 Bedding: Where Class C -1 bedding is specified or
allowed with existing materials, the trench shall have a bottom conforming to
the grade to which the pipe is to be laid. The pipe shall be laid upon sound
soil, cut true and even so that the barrel of the pipe will have bearing over
at least 50 percent of the pipe width for its entire length. Bell holes shall
be excavated to insure that the pipe rests for its entire length upon the bot-
tom of the trench. When a uniform trench bottom cannot be formed as speci-
fied, Class C -2 bedding shall be used.
The contractor may, at his option, elect to use a Class C -2 bedding in lieu of
Class C -1 bedding, without any additional compensation allowed therefor.
24,000.3.E3.2. Class C -2 Bedding: Where Class C -2 bedding is specified or
allowed, the pipe shall be bedded on granular materials meeting 24,000.2.N
specifications. The depth of bedding shall be one fourth of the outside
diameter of the pipe barrel, but not less than six inches in accordance with
the standard detail plates.
24,000.3.E3.3. Class B Bedding: Where Class B bedding is specified or
allowed, the pipe shall be bedded on granular materials meeting 24,000.2.N.
specifications. The depth of bedding shall be one fourth of the outside dia-
meter of the pipe barrel, but not less than six inches, plus one half of the
outside diameter of the pipe barrel all in accordance with the standard detail
plate.
24,000.3.E3.4. Class A Bedding: Where Class A bedding is specified or
allowed, the pipe shall be bedded in the same manner as for Class C -1 bedding
except that 2000 psi concrete shall be placed around the pipe from the bottom
of the trench to a point one half the outside diameter of the pipe barrel above
the bottom of the trench all in accordance with the Standard Detail Plate.
24,000.3.E3.5. PVC Pipe Bedding: All polyvinyl chloride sewer pipe shall be
installed and bedded in accordance with ASTM specification D -2321, "Recom-
mended Practice for Underground Installation of Flexible Thermoplastic Sewer
Pipe" with granular materials meeting Specification 24,000.2.N. used for all
PVC pipe bedding. The granular materials shall be placed from a point 6" be-
low the bottom of the pipe to a point 12" above the top of the pipe.
Bedding requirements shall include mechanical compaction of sand and gravel
material surrounding the pipe to at least ninety -five (95X) percent of maximum
density as described in ASTM Methods D698 to prevent deflection of the pipe
cross - section. Payment for such bedding and compaction operations shall be
considered incidental to the installation of the sewer pipe. Where existing
soils are of non - granular nature, the Contractor shall furnish sand or gravel
material for pipe bedding as incidental to the cost of the pipe.
1/88- 24000G
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
tit
24,000.3.D5. Subsurface Exploration: It shall be the Contractor's responsi-
bility to determine and verify the location of existing pipes, valves or other
underground structures as necessary to progress with the work with no addi-
tional compensation allowed. The Engineer shall make all known records avail-
able. All known utilities are designated on the plans in a general way as
stated in Section 24,000.3.D2.
24,000.3.D6. Overhead Utilities & Obstructions: Overhead utilities, poles,
etc., shall be protected against damage by the Contractor and if damaged by the
Contractor, shall be replaced by him. Should it become necessary during the
progress of the work to remove or relocate existing poles, overhead utilities
and obstructions, the Owner shall cause the same to be done at no expenseto
the Contractor unless otherwise provided for in the "Special Provisions" or
"Specific Requirement." It will be the duty of the Contractor to visit the
site and make exact determination of the existence of any such facility prior
to the submission of his bid.
24,000.3.E. EXCAVATION & PREPARATION OF TRENCH:
24,000.3.E1. Description: The trench shall be dug to the alignment and depth
shown on the plans and only so far in advance of pipe laying as Engineer shall
specify. The trench shall be so braced (Section 24,000.3.Ell) and drained that
workmen may work safely and efficiently therein. All trenches shall be
excavated and/or sheeted and braced in accordance with applicable State Regu-
lations relating to industrial safety to a safe angle of repose. Such angle of
repose shall be no less than that required by the Accident Prevention Divi-
sion of the State Industrial Commission or the requirements of the Occupation-
al Safety and Health Act (OSHA) whichever is more restrictive.
All surface water and ground water discharges shall be conducted to natural
drainage channels, drains or storm severs.
24,000.3.E2. Width: The trench width at the top of the excavation may vary
with and depend upon the depth of trench and the nature of the excavated mate-
rial encountered, but in any case shall be of ample width to permit the pipe to
be laid and jointed properly and the backfill to be placed and compacted
properly. The minimum width of unsheeted trench shall be 18 inches and for
pipe 10 inches or larger at least one foot greater than the nominal diameter of
the pipe. All trenches shall be excavated to conform to the State Industrial
Commission Safety requirements and applicable OSHA Standards.
24,000.3.E3. Pipe Bedding All sever pipe shall be bedded for strength
purposes in accordance with the class of bedding specified in the Specific Re-
quirements, as detailed in the Standard Detail Plates, or as indicated on the
plans and/or proposal. Where no specific class of pipe bedding is listed, it
shall be understood to be Class C-1 bedding. Side fills and the area over the
pipe to the depths indicated on the sewer bedding detail shall be filled with
natural trench material carefully compacted in place.
1/88-24000G
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
24,000.3.B2. Responsibility for Safe Storage: The Contractor shall be re-
sponsible for the safe storage of material furnished by or to him, and ac-
cepted by him, and intended for the work, until it has been incorporated in the
completed project.
24,000.3.0. HANDLING PIPE & ACCESSORIES: Pipe and other accessories shall,
unless otherwise directed, be unloaded at the point of delivery, hauled to and
distributed at the site of the project by the Contractor; they shall at all
times be handled with care to avoid damage.
24,000.3.D. ALIGNMENT & GRADE & UNDERGROUND, SURFACE & OVERHEAD UTILITIES:
24,000.3.D1. General: All pipe shall be laid and maintained to the required
lines and grades; with tees, wyes, catch basins, special structures and man-
holes at the required locations; and with joints centered and spigots home.
Deviation from grade in excess of 0.05 percent may be cause for removal and
relaying pipe at the Contractor's expense.
24,000.3.D2. Existing Utilities: Existing water and sewer mains, and other
underground utilities, are shown on the plans only by general location. The
Owner does not guarantee that the utilities are complete or that the locations
are as shown on the plans, and the Contractor shall be solely responsible for
verifying the exact location of each of these utilities, without additional
compensation. Prior to the start of any construction, the Contractor shall
notify all utility companies having utilities in the Project Area. The Con-
tractor shall have sole responsibility for providing temporary support and for
protecting and maintaining all existing utilities in the Project Area during
the entire period of construction, including but not limited to the period of
excavation, backfill and compaction. In carrying out this responsibility, the
Contractor shall exercise particular care, whenever gas mains or other utility
lines are crossed, to provide compacted backfill or other stable support for
such lines to prevent any detrimental displacement, rupture or other failure.
24,000.3.D3. Deviations Occasioned by Other Utility Structures: Wherever ex-
isting utility structures or branch connections leading to main sewers or to
main drains or other conduits, ducts, pipe or structures present obstructions
to the grade and alignment of the pipe, they shall be permanently supported,
removed, relocated, or reconstructed by the Contractor through cooperation with
the Owner of the utility, structure or obstruction involved. In those
instances where their relocation or reconstruction is impracticable, a devia-
tion from the grade will be ordered and the change shall be made in the manner
directed with extra compensation allowed therefore at unit prices, if appli-
cable.
24,000.3.D4. Deviation with Engineer's Consent: No deviation shall be made
from the required line or grade except with the written consent of the Engi-
neer.
1/88-24000G
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
24,000.2.M. MORTAR MATERIALS: Mortar used for laying up concrete block or
brick manholes or used for plastering lift holes and exteriors of manholes
shall consist of Standard Portland Cement Type I, Standard Serial Designation
C-150. Lime shall conform to specifications for normal finishing hydrated
lime, A.S.T.M. Serial Designation C-6 or specifications for hydraulic hydrated
lime for structural purposes, A.S.T.M. Serial Designation C-141. Gradation
shall be subject to the approval of the Engineer.
24,000.2.N. GRANULAR MATERIALS: Granular materials used for improved pipe
foundation, special pipe bedding, or PVC pipe bedding where improved pipe
foundation is required shall meet the requirements of Mn/DOT Specification
3149H, Coarse Filter Aggregate except that hard, durable crushed carbonate
quarry rock may also be used. The material shall have the following crushing
requirements. Not less than 50Z of the material, by weight, that is retained
on the No. 4 sieve shall have one or more crushed faces.
Granular materials used for pipe bedding in rock and for PVC pipe bedding where
improved pipe foundation is not required shall meet the requirements of Mn/DOT
Specification 3149A, Granular Borrow, except that 100Z, by weight, shall pass
the 1" sieve.
g 02001116iipl; ma
24,000.3.A. INSPECTION:
24,000.3.A1. Of Materials at Fact=. All materials, whether furnished by the
Owner or by the Contractor are subject, at the discretion of the Owner, to
inspection and approval at the plant of the manufacturer.
24,000.3.A2. Of Materials at Delivery Point: During the process of unloading,
all pipe and accessories shall be inspected by the Contractor for loss or
damage in transit. No shipment of material shall be accepted by the Contractor
until or unless notation of any lost or damaged material shall have been made
on the bill of lading by the agent of the carrier.
24,000.3.A3. Field Inspection: n. All pipe and accessories shall be laid,
jointed, tested for defects and for infiltration in the manner herein speci-
fied as directed by the Engineer and subject to his approval.
24,000.3.A4. Disposition of Defective Material: All material found during the
progress of the - work to . have cracks, flaws or other defects will be rejected by
the Engineer and the Contractor shall promptly remove from the site of the work
such defective material.
24,000.3.B. CONTRACTOR'S RESPONSIBILITY FOR MATERIAL:
24,000.3.B1. Responsibility for Material Furnished by Contractor: The Con-
tractor shall be responsible for all material furnished by him and he shall
replace at his own expense all such material that i5 found to be defective in
manufacture or that has become damaged after delivery by the manufacturer.
1/88-24000G
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
ROMMMM
suitable access. A minimum of 2 rings and a maximum of four rings of
adjustment shall be allowed. All manholes shall be watertight. Pre- cast
manhole joints shall be rubber o-ring gasket type. All manhole steps shall be
securely and neatly mortared in place. All lifting holes shall be neatly
mortared up. Manhole bases may be pre-cast or poured in place. Poured in
place bases must be acceptably cured before the manhole sections are placed on
the hardened slab. The inverts of all manholes shall be shaped to the half
section of equivalent size pipe conforming to the inlet and outlet pipe so as
to allow for a free uninterrupted flow with all surfaces sloping to the flow
line. Manholes may be supplied with preformed inverts and watertight pipe
connections for all lines 15" in diameter or smaller. Preformed inverts will
not be allowed where pipe grades are 2 percent or greater unless design grade
is built through the manhole.
All manholes, catch basin manholes and catch basins shall be constructed in
accordance with the detail plates included in the contract documents.
Where manhole or catch basin depths are less than 6.5 feet from rim to top of
pipe, they shall be built with precast concrete manhole sections and a precast
concrete manhole slab with offset opening suitable for street loading.
Where manholes are constructed using a precast concrete manhole top slab, the
pre-cast section immediately below the slab shall be one (1) foot in height.
"Mini-Tee" type precast manhole bottom sections may be used for the installa-
tion of all small diameter concrete pipe sewers in lieu of the construction
method described above.
24,000.2.K. PRE-CAST SEGMENTAL BLOCK: Eight inch precast segmental radial
block may be used for the lower portion of manhole over large diameter pipe and
for shallow manholes and catch basins. Concrete used in the manufacture of
these blocks shall conform to the requirements of A.S.T.M. "Specifications for
Concrete & Masonry Units for Construction of Catch Basins & Manholes", Serial
Designation C-139.
The exterior of all block manholes shall be plastered with one-half inch of
mortar as per Paragraph 24,000.5.D.
24,000.2.L. CONCRETE MATERIALS: Concrete for monolithic concrete manholes and
all manhole bases shall consist of Standard Portland Cement Type I, clean
washed sand and crushed rock and gravel free from deleterious materials.
Portland cement shall conform to A.S.T.M. Specifications, Portland Cement Type
I, Standard Serial Designation C-150. Gradation shall be subject to the ap-
proval of the Engineer with proper water-cement ratio to obtain a concrete
testing not less than 3000 pounds per square inch in 28 days.
1/88-24000G
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
24,000.2.G4. Ductile Iron Pipe: Gaskets for mechanical joint and push-on
joint pipe shall be designated and manufactured to exact dimensions to assure a
liquid tight joint. All joints for pipe used as a pressure line shall be
installed with an electric contact through every joint. Joints shall conform
to AWWA Standard C111.
24,000.2.G5. Corrugated Metal Pipe Corrugated metal pipe shall be joined
using coupling bands in accordance with Mn/DOT Specification 3226.
24,000.2.H. MANHOLE AND CATCH BASIN FRAMES & COVERS: Cast iron for both man-
holes and catch basin frames and covers shall be of the best grade of cast
iron, free from all injurious defects and flaws and shall be Class 35 iron in
accordance with A.S.T.M. Spec. A-48. Each casting shall be sand blasted but no
further coating or finish is required. Both the surface of the cover and frame
in contact shall be machined for non-rocking protection. The words "SANITARY
SEWER" or "STORM SEWER" shall be cast on top of each manhole cover in two inch
letters where each is applicable. All manhole castings shall be furnished with
two concealed type pick holes of a design approved by the Engineer.
The type, style and weight of all manhole castings, special castings and catch
basin castings shall be as stated in the "Specific Requirements".
24,000.2.1. MANHOLE STEPS:
24,000.2.11. Cast Iron Manhole Steps: Cast iron manhole steps shall be manu-
factured from hi-test metal having a minimum tensile strength 35,000 pounds per
square inch. All manhole steps shall be Neenah Foundry Step No. R-1981J,
Badger F-15 or equal. All steps shall conform to the requirements of A.S.T.M.
Designation C-478.
24,000.2.12. Aluminum Manhole 11f2s. Aluminum manhole steps of a design sim-
ilar to the cast iron steps specified may be used. Aluminum manhole steps
shall be made of Apex Ternalloy No. 5 aluminum alloy.
24,000.2.13. Pol Coated Manhole Steps: Polypropylene molded over
steel reinforcing rod and similar in design to the cast iron steps specified
may be used. All such steps shall be M.A. Industries (SP -1 -PFD Manhole Step,
or equal.
24,000.2.J. PRE-CAST CONCRETE MANHOLES: Precast concrete manholes shall be
used for all manholes more than 6.5' deep from rim to top of pipe and shall
conform to the requirements of A.S.T.M. Designation C-478. Segmental block may
be used for the lower portion of manholes over large diameter pipe up to the
top of the largest pipe. Unless otherwise stated, the internal diameter shall
be four feet. The upper section of the manhole shall be reduced to a smaller
diameter opening by use of an eccentric pre-cast cone made expressly for this
purpose. On manholes 8 ft. deep and greater the pre-cast section immediately
below the cone section shall be one (1) foot in height. The vertical wall of
the cone shall be on the downstream side of the manhole, except for pipe 36
inches in diameter or greater where steps will be placed to provide the most
1/88-24000G
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
24,000.2.0. REINFORCED CONCRETE SEWER PIPE: The sewer pipe shall conform to
the requirements of the Standard Specifications for Reinforced Concrete Sewer
Pipe, A.S.T.M. Designation C-76 of the class designated on the plans and in the
Proposal.
24,000.2.D. CORRUGATED METAL PIPE: Corrugated metal pipe shall conform to the
Standard Specifications for Corrugated Metal Pipe Culvert .of the A.A.S.H.O. -
Specification M-36 with exceptions and additions as noted in Mn/DOT
Specification 3226. The kind of base metal and gauge is stated in the
"Specific Requirements". If any special coating is required, it will be stated
in the "Specific Requirements".
24,000.2.E. DUCTILE IRON PIPE: Ductile iron pipe shall conform with the re-
quirements of AWWA Standard E151 of the class and type stated in the "Specific
Requirements". All ductile iron pipe shall have mechanical or push-on type
joints and shall have a standard thickness cement mortar lining in accordance
with AWWA Standard C104.
Where ductile iron pipe is used as a pressure line receiving discharge from a
pumping station, all joints shall be electrically conductive by use of copper
straps or approved conductive gaskets with copper inserts.
24,000.2.F. CAST IRON
tings shall be mechanical
fittings shall be desi
have a standard thickness
Standard C104. Ductile
are considered equal.
FITTINGS: Where ductile iron pipe is furnished, fit-
joint in accordance with AWWA Standard C110. All
;ned for 150 psi working pressure. All fittings shall
of cement mortar lining in accordance with AWWA
iron fittings in accordance with AWWA Standard C-153
24,000.2.G1. �Clad* Pipe: Clay pipe joints shall be rubber or plastic type
compression joints in accordance with A.S.T.M. Spec. C-425. Plain-end vitri-
fied clay pipe may be used which employ Type B compression couplings in accor-
dance with kSTM Specification C594.
24,000.2.G2< LP2oj1yvinyl Chloride Pipe: Polyvinyl chloride pipe joints shall be
bell and spigot type with solvent cement applied in accordance with the
manufacturer's recommendations. Gasketed push-on type joints are considered
equal.
24,000.2.G3. Concrete Pipe: Reinforced concrete pipe joints shall meet the
requirements o_f_ASTM Specification C-361 and shall be the Bureau of Reclama-
tion Type R-4. Deformed ' concrete pipe shall be jointed with material similar
to Ram-Nek, Hamilton Kent, Kent Seal No. 2 or equal gasket material applied in
accordance with manufacturer's recommendations.
1/88-24000G
Copyright 1988
Bonestroo, Rosene, Anderlik
& Associates, Inc.
24,000. SEWERS
General Requirements
24,000.1. DESCRIPTION: This work shall consist of the construction of sewers
in accordance with the requirements of the Contract. Under the numbering sys-
tem used herein numbers 24,000.2 - 24,000.2.N inclusive, deal with Materials;
24,000.3 - 24,000.7.A inclusive, deal with Construction Requirements; 24,000.8
- 24,000.8,1 inclusive, deal with Method of Measurement and 24,000.9 -
24,000.9.M, inclusive, deal with Basis of Payment. It is intended that when
the Standard Specifications do not cover the subject matter necessary to be
covered, additional numbers in the appropriate section may be utilized in the
Specific Requirements and the numerical sequence preserved.
24,000.1_A. WORK INCLUDED: The Contractor shall, unless specified otherwise,
furnish all materials, equipment, tools and labor necessary to do the work re-
quired under his contract and unload, haul and distribute all pipe, castings,
fittings, manholes and accessories. The Contractor shall also excavate the
trenches and pits to the required dimensions; sheet, brace and support the ad-
joining ground or structures where necessary; handle all drainage or ground-
water; provide barricades, guards and warning lights; lay and test the pipe,
castings, fittings, manholes and accessories; backfill and consolidate the
trenches and pits; maintain the surface over the trench; remove surplus exca-
vated material; and clean the site of the work.
The Contractor shall also furnish all equipment, tools, labor and materials
required to rearrange sewers, conduits, ducts, pipes or other structure s en-
countered in the installation of the work. All the work to completely con-
struct the sewer facilities shall be done in strict accordance with the con-
tract documents to which these General Requirements are a part.
24,000.1.B. SPECIFICATION REFERENCE: In these General Requirements reference
is made to the Minnesota Department of Transportation Specifications which
shall mean the "Standard Specifications for Highway Construction" of the
Mn/DOT, dated January 1, 1983 and subsequent amendments.
24,000.2- MATERIALS: The materials used in this work shall be new and con-
form to tb'.e requirements for class, kind and size of material specified below
or as altered or more specifically described in the "Specific Requirements",
"Special Provisions" and " Proposal".
24,000.2.A. CLAY PIPE: Clay sewer pipe and fittings shall conform to the re-
quirements oT the _current A.S.T.M. Specification C-700 for extra strength clay
sewer pipe. Extra strength pipe shall be used for all Vitrified Clay Sewer
Pipe on the project.
24,000.2.8. POLYVINYL CHLORIDE SEWER PIPE: Polyvinyl chloride sewer pipe and
fittings shall be produced by a continuous extrusion process using Type 1,
Grade I material as defined in A.S.T.M. Spec. D-1784. The design, dimensions
and wall thickness shall be in accordance with ASTM Spec. D-3034, SDR 35.
1/88-24000G
Copyright 1.988
Bonestroo, Rosette, Anderlik
& Associates, Inc.
2211. AGGREGATE BASE
General Re9AjKtRt!1tR
2211-0. SPECIFICATION REFERENCE: section 2211 of the State of Minnesota
Department of Transportation 'Standard Specifications for Construction,* 1988
Edition and all amendments thereto shall apply except as modified or altered
in the following General Requirements.
2211.1. DESCRIPTION: This work shall consist of constructing one or more
courses of aggregate base on a prepared subgrade.
2211.2.1. AGGREGATE: The class of aggregate to be used in each course will
be shown on the plans or indicated in the Proposal and will meet the
requirements of Mn/DOT Specification 3138.
2211.3. CONSTRUCTION REQUIREMENTS Construction requirements shall be in
conformance with Mn?DOT Specification 2211.3 with the following specific
requirements.
2211.4. METHOD OF MEASUREMENT: Aggregate base of each class will be measured
as indicated in the Proposal by weight in tons of material deposited on the
roadway.
2211.5. BASIS OF PAYMENT: Payment for aggregate base at the contract prices
per unit of measure shall be compensation in full for all costs incidental to
the construction.
No direct payment will be made for water used in conjunction with the mixing,
placing and compacting operations.
ITEM NO. ITEM UNIT
2211.501 Aggregate Base, Class _ Ton
3/89-GENERAL
Copyright 1989
Bonestroo, Rosene, Anderlik
& Associates, Inc.
2. All performance and design characteristics and unit identification such
as model and serial numbers.
l : loll 11
4. Complete instruction on lubrication, testing, balancing, etr-
6. Step-by-step instructions for repair or overhaul.
3CIMMI
C. Each manual shall be specifically for the items actually installed. Rbere
manuals show a number of models or options, the manual shall be clearly
marked to indicate what was furnished and which instructions apply to the
furnished unit.
D. Superfluous information pertaining to other models, options, etc., not furnished
shall be clearly crossed out or otherwise eliminated. Failure to meet this
section of the specifications will result in payment reduction.
End of Section
34141 1300-7
3. Affix stamp and initials or signature, and indicate requirements for
resubmittal, or review of submittal. Engineer's action on submittals is
classified as follows:
a. "No Exception Taken" - submittal has been reviewed and appears
to be in conformance to design concept of Project and Contract
Documents. Contractor may proceed with fabrication of work
detailed in submittal.
b. "Make Noted Corrections" - submittal has been reviewed and
appears to be in conformance to design concept of Project ant
Contract Documents, except as noted by Engineer. Contractor
may proceed with fabrication of work detailed in submittal with
modifications and corrections as indicated by Engineer.
C. "Amend and Resubmit" - submittal has been reviewed an
appears not to be in conformance to design concept of Project of
with Contract Documents. Contractor shall not proceed with
fabrication of work detailed in submittal, but instead shall make
any corrections required by Engineer and resubmit for review.
\
C. Manufacturer.
5. Identification of product, with specification section number, equipmen!
number and/or tagnumber.
7. Relationship to adjacent or critical features of work or materials.
8. Applicable standards, such as ASTM or other specification numbera
11. Unless the precise color and pattern is specifically described in the
Contract Documents, and whenever a choice of color or pattern is
available in a specified product, submit accurate color and pattern charts
• the Engineer for fcview and selection.
( - 2. A 4P x 4" blank space for contractor and Engineer Stanipl.
13. Indication of contractor's approval, dated and signed, with wording
similar to the following:
Approved to be in conformance with the requirements of the Contra'
Documents". I
E3. Shop drawings stamped "amend and resul shall be corrected and revised.
Resubmittals shall be made as required for initial submittal. Resubinittals shall
have all changes which have been made, including those other than requested
by Engineer indicated,
2. Return reviewed submittals to the contractor within 21 days after receipt
of submittals.
34141 1300-5
4. Names of.
a. Contractor.
34141 1300-4
C. The schedule I shall be made up in cooperation with all subcontractors and key
material suppliers, and shall be coordinated with any other contractors on the
site. The contractor's project coordinator or superintendent, who will be in
direct charge of the work shall have • active part in making up the schedule.
WIN
ME
D, Prior to preparation, the schedule shall be outlined to the Engineer for
agreement of arrangement, format and level of detail. This shall include, but
not be limited to, shop drawing submittal and approval, fabrication and
delivery, construction activities separated by trades, Owner and Engineer
activities, startup and testing of all equipment, and cleanup.
F.. If the plan as presented does not meet parameters or is unacceptable as noted
above, it shall be replanned as necessary until a satisfactory construction
schedule can be produced.
A� Upon completion of the initial construction schedule, the contractor shall,
within ten (10) working days, establish a dollar v!iue for each cost-related
activity identified in the construction sched
B. Dollar values shall total contract amount and breakdown shall be subject vt
approval of Engineer. 'Upon approval 'by Engineer, this breakdown shall be
considered the approved itemized breakdown of costs for the contract.
-related activities shall be updated as the constructin
Dollar • o values of cost
schedule is updated, as described above, to show an accurate dollar value
completed during progression of the work.
A. Shop drawings shall be presented in clear and thorough manner, complete with
respect to dimensions, design criteria, materials of construction, and like
information to enable Engineer to review the information • required. Details
shall be identified by reference to sheet and detail, schedule or locations shown
on contract drawings.
34141 1 300-3
A. Prior to each submittal, carefully review and coordinate all aspects of each item
being submitted and verify that each item and the submittal for it conforms in
all respects with the requirements of the Contract Documents. Affixing the
contractor's signature to each submittal, certifies that this coordination has
been performed.
B. All products proposed for use, including those specified by required attributes
and performance, shall require approval by the Engineer before being
incorporated into the work.
E. Where the phrase "or equal" occurs in the Contract Documents, do not assume
that materials, equipment, or methods willbe approved as equal unless the
item has been specifically approved for this work by the Engineer.
rdmmr' { i" Ural im I;
A. Submit after Award of Contract and befo - J
B. The construction schedule shall consist of a detailed construction schedule
shown as a bar graph listing critical dates.
34141 1300 ®z
N W,
VA,
B. To insure that products are furnished and installed in accordance with design
intend, procedures have been established for advance submittals of design data
and product information and for their review • the Engineer.
C. Make all submittals required • the Contract Documents, and revise and
resubmit as necessary to establish compliance with the specified requirements.
Individual requirements for submittal contents are described in various
technical sections of the Contract Documents.
3. Material or product tests required by individual technical sections.
R�� I �4
Operation and maintenance manuals.
34142 1300-1
9
UNITED STATES FIDELITY AND GUARANTY COMPANY
P.O. Box 1138
BALTIMORE, MARYLAND 21203
At a regular meeting of the Board of Directors of United States
Fidelity and Guaranty Company, held at the office of the Company in the
City of Baltimore, State of Maryland, on Tuesday, March 26, 1991, at
which a quorum was present, the following resolution was adopted:
RESOLVED, that the facsimile, typewritten or mechanically
reproduced signature of any Officers and the seal of this
Company, whether heretofore or hereafter, wherever
appearing upon a certified copy of any Power of Attorney
issued by this Company, shall be treated the same as
handwritten signature and affixed seal, such certification
may be by the facsimile signature of any Assistant Secretary
of the Company.
I,� John F. Hoffen, Jr., Secretary of United States Fidelity and Guaranty
Company, do hereby certify that the foregoing is a true and correct copy
of a resolution adopted by the Board of Directors of United States Fidelity
and Guaranty Company at a meeting held on March 26, 1991 at which a quorun
was present and voted, and that such resolution is now in full force and effect.
Given under my hand and the seal of United States Fidelity and Guaranty
Company this 16th day of June, 1992
i
L
ecretary
S
UNITED STATES FIDELITY AND GUARANTY COMPANY
P.O. Box 1138
BALTIMORE, MARYLAND 21203
At a regular meeting of the Board of Directors of United States
Fidelity and Guaranty Company, held at the office of the Company in the
City of Baltimore, State of Maryland, on Tuesday, March 26, 1991, at
which a quorum was present, the following resolution was adopted:
RESOLVED, that the facsimile, typewritten or mechanically
reproduced signature of any Officers and the seal of this
Company, whether heretofore or hereafter, wherever
appearing upon a certified copy of any Power of Attorney
issued by this Company, shall be treated the same as
handwritten signature and affixed seal, such certification
may be by the facsimile signature of any Assistant Secretary
of the Company.
1, John F. Hoffen, Jr., Secretary of United States Fidelity and Guaranty
Company, do hereby certify that the foregoing is a true and correct copy
of a resolution adopted by the Board of Directors of United States Fidelity
and Guaranty Company at a meeting held on March 26, 1991, at which a quorun
was present and voted, and that such resolution is now in full force and effect.
Given under my hand and the seal of United States Fidelity and Guaranty
Company this 16th day of June, 1992
ecretary
CORRIOK LAW OFFICES, PA.
WILLIAM J, OORRICK
STEVEN A. SONDRALL, P.A.
STEVEN XSONDRALL
MICHAEL R. LAFLEUR
MARTIN P. MALEOHA
WILLIAM C. STRAIT
C01UUCK & SONDF.AIL
A PARTNERSHIP OF PROFESSIONAL CORPORATIONS
LAWYERS
Edinburgh Executive Office Plaza
8525 Edinbrook Crossing
Suite #203
Brooklyn Park, Minnesota 55443
TELEPHONE (612) 425-5671
FAX (612) 425-5867
Ms. Valerie Leone
City Clerk
City of New Hope
4401 Xylon Avenue North
New Hope, MN 55428
RE: Sanitary Sewer Lift Station Project No. 491
Nos. 3 and 4 Renovation
Dear Val:
LEGAL A885TANTS
LAVONNE E. KESKE
SHARON D. DERBY
Enclosed are the Certificates of Insurance and Contracts for the
above-captioned improvement, all of which have been reviewed and
are in order from a legal standpoint.
Very truly yours,
4
Martin P. Malecha
s3f
Enclosures
CERTIFICATE OF INSURANCE - WORKERS' COMPENSATION & LIABILITY ONLY
certificate is issued as a matter of information only and confers no rights upon the certificate holder.
certificate does not amend, extend or alter the coverage afforded by the policies listed below. Limits
'rn may have been reduced by paid claims.
;Ct: LIFT STATION NO. 3 & 4 RENOVATION, CITY OF NEW HOPE -PROJ. #491 FILE #34141
ificate Holder CITY OF NEW HOPE
ress: 4401 XYLON AVENUE NORTH NEW HOPE MN 55428
i /Engr:
red: RICE LAKE CONTRACTING CORP. Address DEERWOOD, MN 56444
it: COBB STRECKER DUNPHY & ZIMMERMANN, INC. Address 150 SO. 5th ST., SUITE 2000
MINNEAPOLIS, MN, 55402
:KERS' COMPENSATION
;y No. 00 657 5911 Effective Date 02/01/92 Expiration Date 02/01/93
rance Company AMERICAN CASUALTY COMPANY
ERAGE - Workers' Compensation, Statutory. Employers' Liability Limit
100,000 Each Accident $500,000 Disease Policy Limit $100,000 Disease Employee Limit
ERAL LIABILITY
;y No. 60 657 5913 Effective Date 02/01/92 Expiration Date 02/01/93
rance Company AMERICAN CASUALTY COMPANY
) Claims Made (X) Occurrence () Owner's & Contractor's Protective () Other
[TS:
;ral Aggregate Limit (Other Than Products - Completed Operations) $1,000,000
ucts - Completed Operations Aggregate Limit $1,000,000
)nal & Advertising Injury Limit $1,000,000
. Occurrence Limit $1,000,000
ERAGE PROVIDED:
ations Of Contractor
ations Of Sub- Contractor(Contingent)
Personal Injury Include
ns Related To Employment?
pleted Operations /Products
ractual Liability (Broad Form)
ptions:
YES
Governmental Immunity Is Waived
YES
Property Damage Liability Includes:
Damage Due To Blasting
YES
Damage Due To Collapse
YES
Damage Due To Underground Facilities
YES
Broad Form Property Damage
YES
YES
YES
YES
YES
'OMOBILE LIABILITY
;y No. 60 657 5913 Effective Date 02/01/92 Expiration Date 02/01/93
rance Company VALLEY FORGE INSURANCE COMPANY
kny Auto (X) All Owned Autos ( ) Scheduled Autos (X) Hired Autos (X) Non -Owned Autos
[TS:
ly Injury $ Each Person
$ Each Occurrence -OR-
erty Damage $ Each Occurrence Combined Single Limit $1,000,000 Each Occurrence
IRELLA EXCESS LIABILITY
;y No. 80 657 5912 Effective Date 02/01/92 Expiration Date 02/01/93
, Company TRANSCONTINENTAL INSURANCE CO.
[TS:
Single Limit Bodily Injury $2,000,000 Each Occurrence
And Property Damage $2,000,000 Aggregate
ERAGE PROVIDED:
ies in excess of the coverages listed above for Employers' Liability, General Liability, and Automobile
ility. YES
any deductibles applicable to bodily injury or property damage on any )" the above coverages?
list. NO J t $
NT CARRIES ERRORS AND OMISSIONS INSURANCE? YES
Id any of the above described policies be cancelled before the exp dat r t of, the issuing
)any will mail 30 days written notice to the parties to whom thi ct led.
d at MPLS MN On 06/15Y92-,, A By-
t�`°ti �''�.� j vm, INC.
2. <�
UTE , 150 � " - H FIFTH STREET
INNEAK, , MN 55402
CERTIFICATE OF INSURANCE - WORKERS' COMPENSATION & LIABILITY ONLY
certificate is issued as a matter of information only and confers no rights upon the certificate holder.
certificate does not amend, extend or alter the coverage afforded by the policies listed below. Limits
✓n may have been reduced by paid claims.
CCt: LIFT STATION NO. 3 & 4 RENOVATION, CITY OF NEW HOPE -PROD. #491 FILE #34141
!if icate Holder: CITY OF NEW HOPE
ress: 4401 XYLON AVENUE NORTH NEW HOPE MN 55428
1 /Engr:
red: RICE LAKE CONTRACTING CORP. Address DEERWOOD, MN 56444
nt: COBB STRECKER DUNPHY & ZIMMERMANN, INC. Address 150 SO. 5th ST., SUITE 2000
MINNEAPOLIS, MN, 55402
�KERS' COMPENSATION
wy No. 00 657 5911 Effective Date 02/01/92 Expiration Date 02/01/93
rance Company AMERICAN CASUALTY COMPANY
rERAGE - Workers' Compensation, Statutory. Employers' Liability Limit
100,000 Each Accident $500,000 Disease Policy Limit $100,000 Disease Employee Limit
- No. 60 657 5913 Effective Date 02/01/92 Expiration Date 02/01/93
rance Company AMERICAN CASUALTY COMPANY
) Claims Made (X) Occurrence () Owner's & Contractor's Protective () Other
ITS:
eral Aggregate Limit (Other Than Products - Completed Operations) $1,000,000
tucts - Completed Operations Aggregate Limit $1,000,000
onal & Advertising Injury Limit $1,000,000
i Occurrence Limit $1,000,000
FERAGE PROVIDED:
rations Of Contractor
rations Of Sub- Contractor(Contingent)
Personal Injury Include
ms Related To Employment?
pleted Operations /Products
tractual Liability (Broad Form)
.ptions:
YES
Governmental Immunity Is Waived
YES
Property Damage Liability Includes:
Damage Due To Blasting
YES
Damage Due To Collapse
YES
Damage Due To Underground Facilities
YES
Broad Form Property Damage
FOMOBILE LIABILITY
-y No. 60 657 5913 Effective Date 02/01/92 Expiration Date 02/01/93
rance Company VALLEY FORGE INSURANCE COMPANY
YES
YES
YES
YES
YES
Any Auto (X) All Owned Autos ( ) Scheduled Autos (X) Hired Autos (X) Non -Owned Autos
ITS:
ly Injury $ Each Person
$ Each Occurrence -OR-
ierty Damage $ Each Occurrence Combined Single Limit $1,000,000 Each Occurrence
3RELLA EXCESS LIABILITY
y No, 80 657 5912 Effective Date 02/01/92 Expiration Date 02/01/93
rance Company TRANSCONTINENTAL INSURANCE CO.
ITS:
Single Limit Bodily Injury $2,000,000 Each Occurrence
And Property Damage $2,000,000 Aggregate
'ERAGE PROVIDED:
lies in excess of the coverages listed above for Employers' Liability, General Liability, and Automobile
lility. YES
any deductibles applicable to bodily injury or property damage on any of /he above coverages?
r, list. NO Amoun $
:NT CARRIES ERRORS AND OMISSIONS INSURANCE? YES If
ild any of the above described policies be cancelled before the expir
pany will mail 30 days written notice to the parties to whom this ert
:d at MPLS MN On
n d to th r f, the issuing
is
SUITE S 0 30, ' a pp F r, STREET
CERTIFICATE OF INSURANCE - WORKERS' COMPENSATION & LIABILITY ONLY
certificate is issued as a matter of information only and confers no rights upon the certificate holder.
certificate does not amend, extend or alter the coverage afforded by the policies listed below. Limits
in may have been reduced by paid claims.
ect: LIFT STATION NO.3 & 4 RENOVATION, CITY OF NEW HOPE -PROJ. #491 FILE #34141
::ificate Holder: CITY OF NEW HOPE
Tess: 4401 XYLON AVENUE NORTH NEW HOPE MN 55428
Z /Engr:
'Ired: RICE LAKE CONTRACTING CORP. Address DEERWOOD, MN 56444
nt: COBB STRECKER DUNPHY & ZIMMERMANN, INC. Address 150 SO. 5th ST., SUITE 2000
MINNEAPOLIS, MN, 55402
ZKERS' COMPENSATION
- No. 00 657 5911 Effective Date 02/01/92 Expiration Date 02/01/93
rance Company AMERICAN CASUALTY COMPANY
TERAGE - Workers' Compensation, Statutory. Employers' Liability Limit
100,000 Each Accident $500,000 Disease Policy Limit $100,000 Disease Employee Limit
dERAL LIABILITY
ay No. 60 657 5913 Effective Date 02/01/92 Expiration Date 02/01/93
rance Company AMERICAN CASUALTY COMPANY
) Claims Made (X) Occurrence (} Owner's & Contractor's Protective () Other
ITS:
oral Aggregate Limit (Other Than Products - Completed Operations) $1,000,000
tucts - Completed Operations Aggregate Limit $1,000,000
onal & Advertising Injury Limit $1,000,000
i Occurrence Limit $1,000,000
'ERAGE PROVIDED:
rations Of Contractor
rations Of Sub- Contractor(Contingent)
a Personal Injury Include
ms Related To Employment?
pleted Operations /Products
tractual Liability (Broad Form)
.ptions:
YES
Governmental Immunity Is Waived
YES
Property Damage Liability Includes:
Damage Due To Blasting
YES
Damage Due To Collapse
YES
Damage Due To Underground Facilities
YES
Broad Form Property Damage
FOMOBILE LIABILITY
-y No. 60 657 5913 Effective Date 02/01 /92 Expiration Date 02/01 /93
ranee Company VALLEY FORGE INSURANCE COMPANY
YES
YES
YES
YES
YES
Any Auto (X) All Owned Autos ( ) Scheduled Autos (X) Hired Autos (X) Non -Owned Autos
ITS:
1y Injury $ Each Person
$ Each Occurrence -OR-
rerty Damage $ Each Occurrence Combined Single Limit $1,000,000 Each Occurrence
3RELLA EXCESS LIABILITY
- No. 80 657 5912 Effective Date 02/01/92 Expiration Date 02/01 /93
ranee Company TRANSCONTINENTAL INSURANCE CO.
ITS:
Single Limit Bodily Injury $2,000,000 Each Occurrence
And Property Damage $2,000,000 Aggregate
'ERAGE PROVIDED:
lies in excess of the coverages listed above for Employers' Liability, General Liability, and Automobile
�ility. YES
any deductibles applicable to bodily injury or property damage on any of the above coverages?
r, list. NO Amoyp t $
:NT CARRIES ERRORS AND OMISSIONS INSURANCE? YES
ild any of the above described policies be cancelled before the exp' a on dat the .eof, the issuing
pany will mail 30 days written notice to the parties to whom thi cer ifi ` t is is ed.
;d at MPLS MN On 06/15/92 By e.
C V r
SUITS 200 1 t ,_ .tl F H ST
MINNEAPO
MN X402
CERTIFICATE OF INSURANCE - WORKERS' COMPENSATION & LIABILITY ONLY
`' certificate is issued as a matter of information only and confers no rights upon the certificate holder.
certificate does not amend, extend or alter the coverage afforded by the policies listed below. Limits
in may have been reduced by paid claims.
CCt: LIFT STATION NO. 3 & 4 RENOVATION, CITY OF NEW HOPE —PROJ. #491 FILE #34141
'lficate Holder: CITY OF NEW HOPE
ress: 4401 XYLON AVENUE NORTH NEW HOPE MN 55428
1 /Engr:
red: RICE LAKE CONTRACTING CORP. Address DEERWOOD, MN 56444
nt: COBB STRECKER DUNPHY & ZIMMERMANN, INC. Address 150 SO. 5th ST., SUITE 2000
MINNEAPOLIS, MN, 55402
ZKERS' COMPENSATION
-y No. 00 657 5911 Effective Date 02/01/92 Expiration Date 02/01/93
rance Company AMERICAN CASUALTY COMPANY
'ERAGE - Workers' Compensation, Statutory. Employers' Liability Limit
100,000 Each Accident $500,000 Disease Policy Limit $100,000 Disease Employee Limit
IERAL LIABILITY
wy No. 60 657 5913 Effective Date 02/01/92 Expiration Date 02/01/93
rance Company AMERICAN CASUALTY COMPANY
) Claims Made (X) Occurrence () Owner's & Contractor's Protective () Other
ITS:
oral Aggregate Limit (Other Than Products - Completed Operations) $1,000,0 "v0
lucts - Completed Operations Aggregate Limit $1,000,000
onal & Advertising Injury Limit $1,000,000
i Occurrence Limit $1,000,000
'ERAGE PROVIDED:
rations Of Contractor
-ations Of Sub- Contractor(Contingent)
> Personal Injury Include
ms Related To Employment?
pleted Operations /Products
:ractual Liability (Broad Form)
;ptions:
YES
Governmental Immunity Is Waived
YES
Property Damage Liability Includes:
Damage Due To Blasting
YES
Damage Due To Collapse
YES
Damage Due To Underground Facilities
YES
Broad Form Property Damage
YES
YES
YES
YES
YES
- OMOBILE LIABILITY
y No. 60 657 5913 Effective Date 02/01/92 Expiration Date 02/01/93
rance Company VALLEY FORGE INSURANCE COMPANY
Any Auto (X) All Owned Autos ( ) Scheduled Autos (X) Hired Autos (X) Non -Owned Autos
ITS:
ly Injury $ Each Person
$ Each Occurrence -OR-
ierty Damage $ Each Occurrence Combined Single Limit $1,000,000 Each Occurrence
3RELLA EXCESS LIABILITY
y No. 80 657 5912 Effective Date 02/01/92 Expiration Date 02/01/93
rance Company TRANSCONTINENTAL INSURANCE CO.
ITS:
Single Limit Bodily Injury $2,000,000 Each Occurrence
And Property Damage $2,000,000 Aggregate
'ERAGE PROVIDED:
lies in excess of the coverages listed above for Employers' Liability, General Liability, and Automobile
ility. YES
any deductibles applicable to bodily injury or property damage on any of th Oabove coverages?
list. NO Amount $
;NT CARRIES ERRORS AND OMISSIONS INSURANCE? YES
ild any of the above described policies be cancelled before the expirat ? n ate hereo , the issuing
)any will mail 30 days written notice to the parties to whom phis ce tlti at s
;d at MPLS MN On 06/15/92 By
a