1996-08-02 Bid Bonine
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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
BOYline - ~~
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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
Qll... Unit
25 1.f.
91 1. f.
401 1. f.
394 1.f.
338 1.f.
360 1. f.
123 1.f.
168 1.f.
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
98
1.f.
6
Unit Price Total Price
~t, 00 1~~o'oO
$ $
706 00 ~ 370't:JO
$ $
77,00 oC
$ $308:77.
$ ? 0 ( 00 $ 3 5'r'c& 0.. 0<<
$//2' ~o 37B'~',~
,$
$/32,00 $ 'I7S"2o' 00
$/' 2' 00 $ /772(,,00
~ 0 c:7 $ "377'?: 00
$ 22 '
$ L./fo~' 00 o~
$ L/~ ~7o'
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10. 8" PVC, SDR 35 stub Q-O 0.0
w/watertight cap 1 each $ Z SO, $ 2 -So,
II. Manhole 48" diameter 00
(0-8' ) 7 each $15"00 ' $ /0 >,00' 00
12. Manhole, 48" dia. 00
extra depth 131.8 each $ l!'t> ' $ /t) 5~~ o~
.13. Remove & dispose of 00
existing manholes 700' /~O(). .0"
2 each $ $
14. Remove & dispose or
abandon & sand fill
existing 8" sanitary 2, (> 0 00
sewer pipe 575 1. f. $ $ //~o'
15. Retrofit existing manhole 1 each $ 5'00,00 $ $00' GoO
16. Remove & replace existing 7,00
15" CMP 120 1. f. $ $ ~9'o' 0 10
17. Sewer service connection 2 each $/1/5',00 $ Z z 30, 00
18. 4" PVC, SDR 26' ,,0
service pipe 50 1. f. $ ZZ, //00, 00
$
19. Density tests 48 each $ Z~, 00 $ /200, 00
20. Crushed rock 30 c.y. $ / ff', 00 $ 5'"</0,00
2I. 8" PVC SDR 35 ~/, 0 0
(14-16') 50 1. f. $ >o~o,. 0.0
$
22. 8" PVC, SDR 35 ~l,oO
(16-18' ) 10 1.f. $ C. "30, 00
$
23. 8" PVC cleanout 1 each $ </00,00 $ 400,00
24. Manhole outside drop 00
section (0-2') /000' /000, 00
1 each $ $
25. Manhole outside drop
Z~ 00 $ >37~ 00
section extra depth 13.5 1.f. $ 0'
TOTAL BID "A" $ "'30/ 8'tr~. 00
BID "B" STREETS
I. Remove existing
asphalt 2054 $ h70 $ 3'17/, S"'o
s.y.
2 . Remove existing curb
and apron 400 1.f. $ 2,'0 $ /o/fo, 00
7
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3 . Remove existing Z' ~o 00
concrete pavement 55 s.y. $ $ /t/ 3 '
4. Subgrade preparation 2150 $ ;: g'D $ "5 ~ 70, 0.0
s.y.
5. Aggregate base placed $ Iz, ~o
Class V (CV) 400 c.y. $ 5000,00
6. Curb & gutter $ /2, ~ 0 00
B618 400 1. f. $ 5'"000,
7. Driveway apron 1 each $ Z7oo. 00 $ 2 700, 00
8 . Concrete pavement 55 s.y. $ 5,5;DO $ :302 ~ cO
9. Type 31 base 2,0> $ Y~Z"J,)l5
course mixture 4109 sy-in $
10. Type 41 wear $ 2, o~
course mixture 3082 sy-in $ ~ 3/8"//0
II. Geotextile fabric /" 6, 0 $ />Z~oo
Type V 955 s.y. $
12. Adjust manholes 2 each $ 3/5', 00 $ 630' .00
13. Adjust gatevalves 1 each $ 2/0,00 $ 2/0,o(J
14. Density tests 6 each $ Z~oo $ /5'0, 00
15. Seed, fertilize, 0" $ 'I75'EP 00
mulch, disk anchor 2.5 acres $ /900'
16. Sod 450 s.y. $ "'3,20 $ /t/4/IJ,.OO
TOTAL BID "B" $ '1771 ~/ 35'
BID "c" - OPTIONAL
I. 60th Street 'restricted 00 0.0
work area lump sum $ 5(,/tJoo' $ 50, 000'
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TOTAL BIDS "A" , "B" & "c" $ 39<;~1) 5', 3~'
Subcontractors to be used in the work must be shown below.
~U~F~~ 811~H/~~~7
Name
Box 137 B <.IFF/J/o /1~
Address
~rn
Name
1"'-1
78'07 LAKE.- ]J.e, L/~(J LA.R€,F ,t<t,lf/
Address
'3->7 3/S1 A,/E. ~. iVAI/€. fAille /'?~
9
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/3?O~/,v~
Name
r ~C/ftJ-4 T/#t;
/"Zt.~'l /"1f/fJ?t>wl?t/r .e.J? -~//C teli/.~-e.
Address /"1.;V' ~~:J -:J 0
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 g- z -9(,
Date
Date
Legal Name of Person, Firm or Corporation
v3t?W~~a:V~f'--J ~t:!,
BY ~~/~, ~~J'
COMPANY
ADDRESS /;;c:.&. 7' /JUa~UlJ/aLe- dd
~ ~ /,??v. .:J533Q
PHONE
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