1996-08-02 Bid Richard Knudsen
.
(<: c.ht<.rt~ \<1'1 ",-tson - 2-
e
REVISED PROPOSAL FORM
FOR
60th STREET NE
TRUNK LINE EXTENSION PROJECT
ALBERTVILLE, MINNESOTA
Bids due on or before August 12, 1996, at 2:00 PM
Kenco Construction, Inc.
c/o Meyer-Rohlin, Inc.
1111 Highway 25 North
Buffalo, MN 55313
The undersigned, as bidder, hereby proposes and, if this proposal is
accepted, agrees to furnish a bond as required and to enter into a contract
with the Owner to furnish all materials, labor, skill, tools and equipment
for the complete construction of streets and utilities, including all
accessories as called for by the Specifications herewith, as prepared by
Meyer-Rohlin, Inc., Engineers and land surveyors, 1111 Highway 25 North,
Buffalo, Minnesota, 55313, acting as and in these contract documents
entitled as the Engineer for the following estimated quantities and unit
prices:
BID "A" - SANITARY SEWER
No. Item
~ Unit Unit Price Total Price ",-
~141/)
25 1. f. $ 24.SY $ 1P14-.?j .
?511lt.?-l
91 1. f. $ 28. oj $ Z67$: e z....
14 -I '1 .:~ . i) q
401 1.f. $ 3~. B9 $ /4-7'7 ~.e;
r~1:J. 3. 4 q
394 1. f. $ 39. ~2. $ /072:.-7.97
lit 3GSI~2/
338 1.f. $ 4B.39 ,$ /1, gSZ. Z9
I~D</5&,40
360 1.f. $ tSV.24- $/~~4:2-
1DD 1;. ~~
123 1.f. $ ~. ~t!> $ 9~b"8.99
IOS-t;D I~ D
168 1.f. $ 6z.80 $ PJ5SJ. b1
1. 12" PVC, SDR 35
(16-18')
2. 12" PVC, SDR 35
(18-20' )
3. 12" PVC, SDR 26
(20-22' )
4. 12" PVC, SDR 26
(22-24')
5. 12" PVC, SDR 26
(24-26' )
6. 12" PVC, SDR 26
(26-28')
7. 12" PVC, SDR 26
(28-30' )
8. 12" PVC, SDR 26
(30-32' )
9. Jack & bore 20"
steel casing with
12" PVC carrier pipe
$ 43/./7
$4Z,2S4;~
98
1.f.
6
. .
10. 8" PVC, SDR 35 stub
w/watertight cap 1 each $ j[)S7.6<1 $ /L;S7.B1
II. Manhole 48" diameter
(0-8') 7 each $ /3ss. ?-z. $ 9tj5?/.f-6
12. Manhole, 48" dia.
extra depth 131.8 each $ &0.7/ $ /t?~g7.S8
,
13. Remove & dispose of
existing manholes 2 each $ 300.(')0 $ htfJO CO
14. Remove & dispose or
abandon & sand fill
existing 8" sanitary /Po tJO
sewer pipe 575 1. f. $ $ 34-SZ>. 00
15. Retrofit existing manhole 1 each $ 7S()o. /)0 $ 7szx>.DO
16. Remove & replace existing
IS" CMP 120 1. f. $ / 3 .~(') $ /Sht!:J,<</
17. Sewer service connection 2 each $ /20.00 $ 240.~
18. 4" PVC, SDR 26 $ 4Ul.SZ)
service pipe 50 1.f. $ 9. 31
19. Density tests 48 each $ SlJ,I7 $ 240 fi3 .11p
20. Crushed rock 30 c.y. $ Zo. ()O $ ~i90.fX)
. .
2L 8" PVC SDR 35 17. 6b
(14-16' ) 50 1. f. $ $ 983., ~o
22. 8" PVC, SDR 35
(16-18' ) 10 1. f. $ Z-Z, 9 } $ 229.10
23. 8" PVC cleanout 1 each 45 ~o ~ ~U).CD
$' " .~
-
24. Manhole outside drop
section (0-2') 1 each $ ~.#) t/.()[) $ hSZ;.~o
25. Manhole outside drop
section extra depth 13.5 1.f. $ /3s-. ()O $ /8ze.s-D
TOTAL BID "A" $ /b~ 783.1l
BID "B" STREETS Ilt>CJ ,13131-\
I. Remove existing
asphalt 2054 s.y. $ "'2.50 $ 57 3S. DO
2. Remove existing curb
and apron 400 1.f. $ 3.t)O $ l"U?b . 00
7
"
.
.
3. Remove existing
concrete pavement
$ 3az. Sl::>
$ ?87.oZ)
$ 5"". Sl)
$ . 4-fp
55
s.y.
4. Subgrade preparation
2150
s.y.
5. Aggregate base placed
Class V (CV)
$ f//U).~O
$ IS, 30
400
c.y.
Curb & gutter
B618
6 .
$ 4000.00
$ /~Bs:.~
$ I BCJ9. 50
$ 10, t)O
$ /()8s-.()~
$ 3z..1o
1. f.
400
each
1
Driveway apron
7.
55
Concrete pavement
s.y.
8 .
9. Type 31 base
course mixture
$ 69LJ3.1Z--
$ /. 6B
sy-in
4109
10. Type 41 wear
course mixture
$ I. 9f
$ /.u:>
fJ 3()~,t>o
~~
Jlt:o-
etc
$ 6-o./"7
$ $'979,08
sy-in
3082
11. Geotextile fabric
Type V
$ /14Ip,t!)()
( ~rz,bO
~
$o4-.oD
$ .JP~
~
$ 3oI,//Z-
955
s.y.
each
12. Adjust manholes
2
each
13, Adjust gatevalves
1
each
6
14. Density tests
15, Se~d, fertilize,
mulch, disk anchor
$ Z7/?Sl)
$ /~7~.Sl)
$ 4a Z~Z.ZZ-
,
2.5 acres $ II/J.Bl?
450 s . Y . $ ~. 77
16. Sod
TOTAL BID "B"
BID "C" - OPTIONAL
1. 60th Street restricted
work area
$ ~'95" ().SS"
$ &4S-0. ss:-
lump
sum
$ 2/". 495:8"
.
TOTAL BIDS "A", "B" & "C"
"lilt, 5"00' I \
Subcontractors to be used in the work must be shown below.
7807 UtJ.f~ 'DJL. villa Uh<'E'!f,,1 HAl.
Address
GJJ..1 'APt; -SQLJII ~S
Name
(} ell7lflL tA-Al D.5utPlZ
Name
13(P~ Utrfcf" DJf- feJUZbT UrKctHAi.
Address
9
..
~
.
/fiE_Em- AsP/~
/4D~
Address
.
Ak~ J3d.z:;. Ro, ~?-r
,L~C:;I!)LS, HAl. .55""371
Name
If this proposal is accepted, the bidder agrees to commence work and to
complete all work according to the schedule in the special provisions.
This proposal is submitted after
specifications and from a personal
surface and subsoil, at the various
from the undersigned's own sources of
or employee of the Owner.
careful study of the plans and
knowledge of the conditions, both
sites, which knowledge was obtained
information and not from any official
The undersigned does declare this proposal is made without improper
connection with any other person or persons making a proposal on this same
contract and is in al respects fair and without collusion or fraud and the
'undersigned does further declare that no person or persons acting in any
official capacity for the Owner is directly or indirectly interested in the
proposal herein or in the supplies or works to which it relates or in any
portion of the profits thereof.
It is understood and agreed that this proposal cannot be withdawn within
thirty (30) days after the opening of bids without the consent of the Owner
and that the Owner has the right to accept the lowest responsive-
responsible bidder or reject any or all proposals.
ADDENDUM RECEIPT
The receipt of the following Addenda to the Specifications is acknowledged.
Addendum No.
Addendum No.
Addendum No.
I
Date 8 ~2~ 1t-
Date
Date
BY
,~~ .1 ~f.
,~,~.(~~~~-
b/JP9()g
COMPANY
ADDRESS
PHONE
10