8.4 SR 07-19-2021Request for Action
To
Item Number
Mayor and Ci T Council
8.4
Agenda Section
Meeting Date
Prepared by
General Business
I July 19, 2021
Michael Hecker, Parks and Recreation Director
Item Description
Reviewed by
Trott Brook Park Tennis Court and Country
Cal Portner, City Administrator
Crossing Park Basketball Projects
Reviewed by
Action Request
Approve, by motion, the quote of $112,584.32 from North Valley for general site improvements at Country
Crossing and Fresno Parks.
Background/Discussion
On July 14, 2021, the Parks and Recreation Commission reviewed bids for general site improvements at Country
Crossing and Fresno Parks and reconstruction of the Trott Brook Park Tennis Court.
The Commission recommends proceeding with the $112,584.32 quote from North Valley, Inc. for construction of
a basketball court at Country Crossing Park and removal of the existing court at Fresno Park.
The complexities of the Trott Brook Park tennis court project required SRF Consulting Group, Inc. to complete
soil borings, surveys, and design work to determine exact quantities of soils, granules and geotextile fabric required
to stabilize a new tennis court installation.
State law requires at least two quotes for projects over $25,000 unless certain specific situations exist and for
formal public bids for projects over $175,000. SRF estimated both projects at than $175,000 each thus only
requiring quotes.
Requests for Quotes were sent to multiple contractors and two contractors responded with the following:
Trott Brook Park Tennis Court
North Valley Inc. $261,888.70
New Look Contracting $238,844.00
Country Crossing Park Basketball Court
North Valley Inc. $112,584.32
New Look Contracting $126,430.00
The Trott Brook Park quotes exceed $175,000 and must go to competitive bidding. Two weeks are required to
advertise bids, taking us into late August for City Council approval. Court construction will take a minimum one
month to complete.
Based on this timeline, the Commission recommends to not proceed with the tennis court project and to
formalize bids later this year for a winter season court removal and a spring 2022 construction.
The Elk River Vision P 0 W E e E 0 0 V
A welcoming community rvitb revolutionary and spirzted resourcefulness, exceptional NATURE
service, and community engagement that encourages and inspires prosperz[ Updated. August 2020
Financial Impact
The 2021 Park Improvement Fund identifies both projects for a total of $250,000. $24,600 of the total was
required for professional services for SRF Consulting.
The Country Crossing and Fresno Park improvements for $112,584.32 is about $28,000 higher than the original
estimate, but based on the current market conditions, including volatile material costs and availability, staff and the
Parks Commission recommends proceeding.
The basketball court portion of the project costs may be eligible for Park Dedication funding. The Commission
recommended funding from the Park Improvement Fund with the possible use of Park Dedication Funds to be
discussed at a future work session.
The Trott Brook Tennis Court project is recommended to be paid for later from the Park Improvement Fund
with an estimated 2022 budget of $270,000.
Mission/Policy/Goal
Ethical, efficient, and responsible
Attachments
Trott Brook Park Tennis Court Quotes - North Valley Inc. and New Look Contracting
Country Crossing and Fresno Parks Quotes — North Valley Inc. and New Look Contracting
Country Crossing Park Basketball Court Layout Plan
N:APublic Bodies\Agenda Packets\07-19-2021\Fugal\x8.4 sr Quotes for Basketball and Tennis Courts.docx
DOCUMENT 00 4100 0� f'A
BID FORM 4001s ,X
BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS NTS FOR THE FOLLOWN 330
NIT
PRICES AND/OR LUMP SUMS, WHICH INCLUDE SALES TAX AND OTHER APPLICABLE TAXES AND FEES. THE CITY
RESERVES THE RIGHT TO ADD OR ELIMINATE PARTIAL OR ENTIRE QUANT MES OF INDIVIDUAL BID ITEMS.
TROTT BROOK PARK TENNIS COURT IMPROVEMENTS
Item Section 1- Removals/Mobilization
No. Description Unit Est, Qty Unit Price Amount
Provide all necessary construction In Dollars In Dollars
1 surveying and staking to meet layout
and grading requirements for all work LS 1
- corn lete. S42?.8µ 942,7.114
2 Mobilization LS 1
Remove bituminous pavement 14' IS .o0 14$1 .00
3 including saw cut at edge to remain - SY 1,566
corn lete. 2 92
4 Remove chain link fence - complete. LF 303
Remove tennis court net standards
5 and footings as encountered LS 1
com fete. '708.98 log ,
Section 1 - Removals/Mobilization Total
Item
No. Section 2 - Earthwork Description Unit Est, qty
*On -site earthwork as required to .."'"
achieve plan grades and on -site
earthwork balance - complete,
including 1) stripping and stockpiling
of topsoil; 2) common excavation of
subsoil materials to subgrade
1 elevations identified for paving areas LS 1
and hauling of excess materials; 3)
maintenance of grades throughout
construction including all silt fence,
bio roils, or other approved method;
4) final grading to specified
2$3&3.442-
Unit Price Amount
49, 3r.`. 28 �' 49, 5(A z.-9
2 Fumish and install silt fence -
complete. LF 608 �• I b
Install and maintain rock construction 13 13. 28
3 entrance -remove upon completion EA
of construction o erations. 1 542.-fig
5�2.78
Section 2 - Earthwork Total
Sl 22 2.34
Bid Form
00 41004
Unit Price
Amount
Item
m Section 3 - Utilities Description
Unit Est.
in Dollars
In Dollars
.
and install V' dia. perforated
HDPE drain file with factory -seamed
LF 642
1 or factory -produced continuous knit
Z1 •44
13'�64 •�1i
weave geotextile - complete.
Furnish and install 6" dia. PVC
LF 98 i
24.59
2 draina e i - com lete.
Furnish and install precast concrete
3 headwall (MNDOT 3131C ) with
2
$93•y4
!b
rodent screen - comp"e.
Section 3 - Utilities Total
F
Unit Price
Amount
Item Section 4 - Pavement & Curbs
Unit Est. Qty
In Dollars
In Dollars
No. Description
Furnish and install bituminous tennis
1 court as shown on the plans and
SY 1,438
15.419
14S 141+. al
details - com lete.
Furnish and install bituminous trails -
SY 44
01
3VC%.tv
2 complete.
Furnish and install 3' of select
granular borrow under tennis court
SY 1,483
3 and geotextile fabric as shown in the
29•`4Z
+�3 foZ9 . $�
lans and details - com lete
Furnish and install 18" wide concrete
LF 306
'�T•99
M` 4191E
4 maintenance stri com fete.
,.
Furnish and install tennis court color
LS 1
I S 19'7.95
1519't.9s
5 coating (two colors) and striping -
corn lete.
.....
122 ISS.Z
Section 4 - Pavement & Curbs Total
Unit Price
Amount
Item Section 6 - Site Furnishings
Unit Est. Qty
In Dollars
In Dollars
No. Description
Furnish and
1 including net and install tennis p stswith contcrete
EA 2
3 s 2- .10
70 5 v• 20
footings - complete.
Furnish and install 10' high black
296
1aq .29
3Z *$4q. 4
2 vinyl -coated fence, including concrete
LF
footings - complete
�i 40f6 .a4
Section 5 - Site Furnishin s Total
Unit Price
Amount
Item Section 6 - Landscape/Turf
Unit
Est. ay
in Dollars
in ount
No. Establishment Description
Furnish and install turf seed mix as
AC
2
119 41.2$
Z 3B•2S
1 shown on the plans and
s ecifications - complete.
23�� 2S
Section 6 - Landscape/Turf Establishment Total
2f.ft�88.T0
Base Bid Total
_
Bid Form
004100.2
ARTICLE 7—ATTACHMENTS TO THIS BID
7.01 The following documents are attached to and made a condition ofthis Bid:
A. Required Bid security in the form of certified check, cashier's check, cash deposit or bid bond.
B. Document 00 43 33 — Tabulation of Suppliers.
C. Document 00 43 36 — Tabulation of Subcontractors.
D. Non -Collusion Affidavit
E. Responsible Contractor Verification
ARTICLE 8 —DEFINED TERMS
&01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General
Conditions, and the Supplementary Conditions.
ARTICLE 9 —BID SUBMITTAL
9.01 This Bid submitted by:
If Bidder is:
An Individual
Name (typed or printed):
BY
(Individual 's signature)
Doing business as:
A Partnership
Partnership Name;
By:
(SEAL)
(SEAL)
(Signature ofgeneral partner — attach evidence of authority to sign)
Name (typed or printed):
A Corporation
Corporation Name:_,.... ___ NXffi Vahw, Inc. (SEAL)
State oflncorporation: m tYEsots
Type (Gene al Budnes Professional, Service, Limited Liability): _ G3MMI S1sirEss
By:
(Signature - ach evidence of authority to sign)
Name (typed or printed): Brad "
Title: pbasi—cisri'
Bid Form
00 4100-3
Attest:
(Signature cyk'orporateSecretary)
Date of Qualification to do business in Minnesota is 5 / 1 / 98 .
A Joint Veptgre
Name of Joint Venturer:
First Joint Venturer Nan
By:
(Signature offirst joint venture partner— attach evidence of authariy to sign)
Name (typed or printed):
Title:
(SEAL)
Second Joint Venturer Name:— (SEAL)
By:
(Signature ofsecondjoint venture partner— attach evidence of authority to sign)
Name (typed or printed):
Title:
.(Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to
the joint venture should be in the manner indicated above.)
Bidder'sBusinessaddress: 20015 IWm St. 1\W SIs 100, kbqffim, M 55330
Phone: (763) 274-2580 Facsimile: (763) 274-2584
Submitted on JUIV 1, 2021.
State Contractor License No. (Ifapplicable)
Bid Form
0041004
Nevv Look Conr.racting
14045 Northdale Blvd. �LJLOEOL
Rogers, A/iN 55374 !CONTRACTING
DOCUMENT001 4:100 �763) 241-1596 - office
RID FORM (763) 241-9196 f�m
BIDDER AGREES "TO PERFORM ALL THE WORK DESCRIBED IN "THE CONFRACT DOCUMENTS FOR THE FOLLOWING UN.rr'
PRICES AND/OR LUMP SLIMS, WHICH INCLUDE SALES
TAX AND
OTHER APPLICABLE TAXES AND FEES. THE CM,
RESERVES THE RIGHT TO ADD OR ELIMINATE Y1PAR"FIAL OR ENT11RIE
QUAN TITIES OF 1NDIVIDU A lBID ITEMS.,
TIII' -10r1l"T WROOK PARK TEITNIS COURT
INFIFIOVEMENll's
Kern Sea� ion I - Removals/Mobillizatlion
Unlit
Est. Q-ty Unit Price
A rnount
No.. Description
(11n Doflairs)
Provide alI necessary construction
I surveying and staking to rneet byout
Ls
1
4 z 0
and girwfing requirements -for alll work
J,
�m i�te . . . . . ..........
2 Moblilization
II_S
i
— -- ----------
, &9e-- 0,
Remove biturnihous pavernent
—
3 induding saw cut at edge to remain -
SY
1,566
- - - --------------- -
- - -
4 Reirnove chain fink fence -- complete.
303
Remove tennis court fiet standards
5 and foofings as encountered
LS
I
-flete.
. ..... -77- . ... ..
of
Section 1 .- Reirnovals/lMobillization �"o tall
— - - — - - ------ - - - - -------- --itwn Section 2 - Earthwork Descrillption
Unit
Unit lPrice
Est. Q�....11o �Illars
Amount
*On-sit:e earthwork as required -to
achieve 1pUan grades and on -site
earthwork ballance - cornpiete,
inclluding 1) strippft-ig and stockpiling
of topsoii; 2) corrinnon excavation of
sulbsoiI materials to subgrade
I eRevations identified for paving areas
LS
and Ihnauling of excess mateiialls; 3)
maintenance of grades throughout
construclJorn including all sink forice,
bio roills, or other approved method;
4) finall grading to specified
tollerances -coinlOe
Furnish and instalI silll: fence
2
LF
608
complete.
..... - - - ----- . ... . ....... . . .....
instaH and maintain rock constri.jGdon
3 entrance - remove upon completion
EA
0 ro
of constructiorl op! L0jr,
. .....
Section 2 - Earthwork Total
. .... ..........
........
Bid Form
00 41 00-1
[tern Section 3 — 1.111AMOG Desciriptkirk
NO.
F.uirnM and install 6" dia. perforated
I � OPE drain file with factory-searned
or factory produced continUOus knft
weave geotextHe - coimplete.,
2 Fuririish and iinstall 6" dia. PVC
dirainag
�ne
R,sirili�sh and iris -tali precast concrete
3 headwalI (MINDO F 3131 C) wfth
I _Loqe Ee!e In - goill9f . ..... ........
Section 3 - Utififies"rotal
TItem Section 4 - Pavement & Curbs
No.. Description
Furinislh and instafl Uturnkious tenn�s
COLirt as shown on the jphailis and
details - qqmj,b-
Furnish and install biturnlnfls OUS tra-
2
Furinish arid install 3'of se�ect
3 granular borromi under tennis cot -lilt
and geotextHe falbiric as shown in the
...flan s qiridLdetaHs ,�a f . . .....
4 l urnish and unstall 18" wide concirete
rnainteriance str��- r�orriL��,te.
Furinhsh air-W iiilistall tennis court (.-,olor
5 coatirig (tw(:) colors) and stdping
Section 4 - Pavement & Curbs "rotall
litein Sectilon 5 - Site Furnishings
No., Description
Fuirinhsh arid iinstaH tenrils net outfit,
1 including net aind posts wRh concrete
footings - corriplete.
F),irirflish and r id jil,istafl 10" high Wack
2 vinykcoated fence, �IqCkiding concrete
_flete. "19L
Section 5 - Site Furn,is� s,,"rutq11
Item Section 6 - Landscape/Turf
No.. EstaWishment Description
"urnish and hirjstaii turf seed mix as
I shown on -the plans arid
Section 6 Landscape/Turf Establishment Total
U In ft Ust' Qty
642
LIF 98
F.:'A 2
U in it Est. MY
SY 1,438
SY 44
nn-
SY 1,483
1!... F
LS
306
I
lUnit Est. Qty
EA 2
LF 296
Unit
AC
Est. Qty
.2
UnR Prk;e
In DIOHaRs
&V
Unit Price
In Doflarsj
Z/
Unit Price
Ainnount
Gn_o_uni'
0111it
__A[n_ I LoLla-1.61p.....
..... ........
7,
BE
a 3- a-,4�2s o
"rx v llt ZWt
DOCUMENT 00 4100
2oa•� Ili vas S>l�� �
BID FORM
46 rJRen,,
BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS FOR THE
FOLLOWING UNIT
PRICES AND/OR LUMP SUMS, WHICH INCLUDE SALES TAX AND OTHER APPLICABLE TAXES AND FEES. THE CITY
RESERVES THE RIGHT TO ADD OR ELIMINATE PARTIAL OR ENTIRE QUANTITIES OF INDIVIDUAL BID ITEMS.
COUNTRY CROSSINGS AND FRESNO PARKS GENERAL SITE IMPROVEMENTS
Item Section 1 - Removals/Mobilization Unit Est. Qty
No.
Unit Price
Amount
Description
in Dollars
In Dollars
Provide all necessary construction
1 surveying and staking to meet layout
LS 1
and grading requirements for all work
SyZo.3#4
1 5429.314
- complete.
2 Mobilization LS 1
gS3q.?q
gS39.79
Remove bituminous pavement
3 including saw cut at edge to remain - SY 1,607
7.7q
f 2518. 53
complete.
4 Remove basketball hoop and footings EA 4
as encountered -com late.
4442. yq
17t q At.
Section 2 - Removals/Mobilization Total
24 '24 S.IPL
Item Section 2 — Earthwork Description Unit Est. Qty
No.
Unit Price
Amount
In Dollars
In Dollars
"On -site earthwork as required to
achieve plan grades and on -site
earthwork balance - complete,
including 1) stripping and stockpiling
of topsoil; 2) common excavation of
subsoil materials to subgrade
1 elevations identified for paving areas LS 1
(a 1 31 • 'f 4
L 131.3$
and play areas; 3) maintenance of
grades throughout construction
including all silt fence, bio rolls, or
other approved method; 4) final
grading to specified tolerances -
complete
Furnish and install 9° compacted
2 depth select topsoil borrow (planting SY 805
IS.493
12 So 1 • `,S
beds) - complete. (Fresno Park)
ww
Furnish and install silt fence -M
3 LF 523
complete. (Both Parks)
Z. G
112q •42
4 Furnish and install inlet protection - EA 2
com, fete. 'Both Parks
2'» •oZ
S42 .oN
Install and maintain rock construction
5 entrance - remove upon completion EA 2
of construction operations. (Both
Parks
Section 2 - Earthwork TotalBid
Form
00 4100-1
Item Section 3 - Pavement Description
No.
Unit Est, Qty
Unit Price
Amount
In Dollars
In Dollars
Furnish and install bituminous
basketball court and striping as
SY 934
shown on the plans and details -
4 i . V V
g 910.44
com Mete.
Section 3 - Pavement & Curbs Total
Item Section 4 - Site Furnishings
Unit Est,
Unit Price
Amount
No. Description
in Dollars
In Dollars
Furnish and install basketball outfit,
1 including post with concrete footing,
EA 3
S9b2.3�
t7 s387. U
backboard, rim, and net - complete.
Section 4 - Site Furnishings Total
Item Section 5 - LandscapelTurf
Unit Est
Unit Price
Amount
No. Establishment Description
in Dollars
In Dollars
Furnish and install turf seed mix as
shown on the plans and
AC b
O
514Q. X
specifications - complete. (Both
,2g8.4`�
Parks
Section 5 - LandscapelTurf Establishment Total
+� y9• Z
Base Bid Total
1 12 GIN. 32
Sid Form
00 4100-2
ARTICLE 7—ATTACHMENTS TO THIS BID
7.01 The following documents are attached to and made a condition ofthis Bid:
A. Required Bid security in the form of certified check, cashier's check, cash deposit or bid bond.
B. Document 00 43 33 — Tabulation of Suppliers.
C. Document 00 43 36 — Tabulation of Subcontractors.
D. Non -Collusion Affidavit
E. Responsible Contractor Verification
ARTICLE 8 —DEFINED TERMS
8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General
Conditions, and the Supplementary Conditions.
ARTICLE 9 — BID SUBMITTAL
9.01 This Bid submitted by:
If Bidder is:
An Individual
Name (typed or printed):
By:
(Individual 's signature)
(SEAL)
Doing business as:
A Partnership
Partnership Name: (SEAL)
BY:
(Signature ofgeneral partner —attach evidence of authority to sign)
Name (typed or printed):
A Cooration
Corporation Name: NXffi VNEW, B-C. _ _ _ (SEAL)
State oflncorporation. N
bmesota
Type (General B sInne ofessional, Service, Limited Liability): CI�1 Bl1&T'�
By:
(Signatur ach evidence of authority to sign)
Name (typed or printed): Bad SdM —
Title: Preside'
Bid Form
00 4100-3
/ (CORPORATE SEAL)
Attest: i nature orate Se
(S g 'r po cretary)
Date of Qualification to do business in Minnesota is 5 1 1 198
A-MM"Awe
Name ofJoint Venturer:
First Joint VenturerName:—_ (SEAL)
By
�l afore o rrst 'oint vertu (Signature f f re partner - attach evidence of authority to sign)
Name (typed or printed): ._.. . _
Title:
Second JointVenturer Name:„, (SEAL)
By:
(Signature of second joint venture partner - attach evidence of authority to sign)
Name (typed or printed):
Title:
(Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to
the joint venture should be in the manner indicated above.)
Bidder's Business address: 20015 Igista St. AW Sbe 100, Ibn1ba-4 M ffiM
Phone: (763) _774'� Facsimile: (763) _74-2584
Submitted on _ ,Tul 1 , 2021.
State Contractor License No. (Ifapplicable)
Bid Form
0041004
New Ll_ook Contracting IVILOEOW
140,75 Nordidale Blvd. Ki
Rogers, MIN S5374 'CONTRACTING
DOCUMENT 00 4100 (763), 24 1 -1596 offiu:�
BID FORM (76.3) 241 9196 . f x
BIDDER AGREES FO PERFORM ALI' HE WORK DIESCRIBED.I.NiTll CON FRACT DOCUMEN"Mn IFORLTH:
FOGLOWING UN1 F
PRICES AND/OR UMP SUMS, WHI(.11H INQ UlDi.` SALES IAY, AND O'll"HIER AF)PI11CABLE TAXES
AND
FEES. 'I CTFY
RESERVES rHE RIGHTTO AIDD OR Ell IMINXT"E PAR."T"IAL
OR EN FIRE QUANTITIES 0F.1ND1V11[,.)U)U
BID
ITEMS.
COUNTRY CROSSINGS A1114D FRINO
PAIRKS GENERAL, SITE "EIMPIROVEMEm
rs
lean-C I _Cti 7o, i w I —Re'l, —Is/Mo'l—bi � lz at! o in
S"
Unit Price
Unit Est. My
Amount
N o., Description
10ollharr �L_
(in K)oIllail
Flrwfide all necessairy ago nstrucflon
s SLjlr
urvey4rg aind stak4-ig to rineet layout
II....
,4vr
aiid grading irequl;rernents -for aIll work
2 �Aob!111ization
S .1
Rernove bitUminous ....M1 __
1pav,rrient
........ _
_._ ..�m
3 �nclliixfing saw out at edge to rerrialin
SY 1,60
&9
coirnpCete.
basketbalf hoq.)and fees
4
I
EA 4
0Remove
e-149
as a.need crnee.otings
countrol
.
41L 5/6
Section 2 Reirinovals/Moblilization rotal
Item Section 2 Eairthworlk Description
. . . ..........
Unit Est., Qty Unit Pdce
Arnount
IN o.,_
(fin Dollars)
_j n !q2flLqr,,
*On site earthwork as re(JUIred 'to
acNeve plaill grades and on -site
earthwork Waince . compilete,
incucfing 'I) slAppiling and stodkIpHilrig
of topsoH; 2) corninnon excavaboirt of
silulbsoH materials to sile
I eevatlioins iden-fified for pa%fing aireas
LS
arid play aireas; 3) maintenance of
girades throughout construction
lnciu6rig al1i sHt fence, lb rol1ls, or
other approved method� 4) finW
gra&l to specifled -toerainces -
cllra . . . . ...... ... ..... . .......
...... . . .......
urnilish airid 4-istaH 9" G(.)mpacted
2 depff-i select topsoil bonrow (plainfing
SY 805
beds) con-ilp1lete., (Fresno Park)
F::�urinish and install sift N.-.,,,nce
3
LI 523
complete. (Both �:::Iairks)
. .. ....
4 Fail and install inlet piroteefion —
E.A 2
........... _�a�2!pj,,.rlete. (BothL3a,A§E .. . .. ........ .. ... ...... . ...........
... . . .. .. . ....
lil and n-4ntallin il constriucfioini
entrance - remove upon coilin
5
2
of construction operations. (Both
. .. . . .... . ..... ....
Seefien 2 — Eafthvvoirk Total
.......
........ ............
Bid Foral
U0 111 00-i
Item
No.
Sectioin 3 — Pavement DesciriptJoin
. ........
Furnish and install bituminous
basketball court and striping as
shown on the plans and details -
lete.
Section 3 — Pavement & Curbs Total
. ..... . .....
—em Section-4--Site, —Furnis'hings
No.
Description
Furnish and install basketball outfit,
1
including post with concrete footing,
backboard, rim, and net - complete.
Section 4 — Site Furnishings Total
Item
Section 5 — LandscapelTurf
No.
Establishment Description
Furnish and install turf seed mix as
shown on the plans and
specifications - complete. (Both
Parks
Section 6 — LandscapeiTurf Establishment Total
Base Bid Total
Unft I kist. Qty
SY 1 934
Unit I Est. Qty
EA 1 3
Unit n Est. Qty
AC 1 .5
Unit Pirice
Amount
_jn Dofllairs)
Unit Price
Amount
Liq D r
n
Unit Price
J1
Amount
(In Dollars
_(In D(Aar§)
ev;et
Orl Form
00 '1100-2
i
' CONSTRUCTION LIMNS, TYP. �. _. _.
70
i
AAV
a Noll
ifil
A.
t T WIDE WHITE STRIP, TYP
(— SITUMINOUS WURT � � \ /
�:J 1
LEGEND
PROPOSED BITUMINOUS COURT
CONSTRUCTION LIMITS
GENERAL NOTES:
EROSION CONTROL NOTES:
TREE PROTECTION NOTES:
LAYOUT NOTES:
1. STATE LAW: 48 HOURS BEFORE EXCAVATION BEGINS
1. THE CONTRACTOR SHALL INSTALL EROSION CONTROL
1. PROTECT ALL TREES IN IMMEDIATE VICINITY OF WORK. NO
1. REPORT ALL LAYOUT DISCREPANCIES IMMEDIATELY TO THE
i
CON TRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
MEASURES AS SHOWN ON THE PLANS ANDAS REQUIREDTO
PAR KING VEHICLES OR EQUIPMENT UNDER DRIP LINES OF
LANDSCAPE ARCHITECT FOR DIRECTION PRIOR TO
e:!
551-4544M02 FOR FIELD LOCATION OF UNDERGROUND
PREVENT SILT MIGRATION PRIOR TO BEGINNING
TREES.
PROCEEDING.
UTILITIES.
CONSTRUCTION. THESE MEASURES SHALL INCLUDE INLET
PROTECTION AT ALL STORMWATER INLETS RECEIVING RUN
2. TREE PROTECTION TO BE SNOW OR CONSTRUCTION FENCE
2. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.
2. CONTRACTOR SHALL FURNISH. INSTALL AND MAINTAIN ALL
OFF FROM THE PROJECT SITE.
OF 4' HEIGHT WITH POSTS 8' O.G. WITH 2' MIN. BURY AT THE
NECESSARY TRAFFIC CONTROL DEVICES TO THE
DRIPLINE OR OUTERMOST BRANCHES. FENCE TO ENCIRCLE
STRIPING NOTE:
SATISFACTION OF THE OWNER.
2. THECONTRACTOR SHALL PROVIDE AND MAINTAIN A 3V WIDE
TREE WITHIN CONSTRUCTION LIMITS. THE OWNER WILL
X 50' LONG ROCK ACCESS DRIVE FOR THE DURATION OF
IDENTIFY TREE PROTECTION FENCING LOCATIONS.
1, LINES ON COURT AREA SHALL BE 2" WIDE WHITE STRIPING
3. CLEAR AND GRUB VEGETATION WITHIN CONSTRUCTION
LIMITS AND AS REQUIRED TO CONSTRUCT THE PROPOSED
CONSTRUCTION. THE CONTRACTOR SHALL REMOVE THE
ACCESS DRIVE AND RESTORE ALL AREAS DISTURBED BY
3. TREE PROTECTION FENCING SHALL BE CONSIDERED
UNLESS OTHERWISE NOTED.
j
IMPROVEMENTS. VERIFY LIMITS WITH OWNER,
CONSTRUCTION ACTIVITIES AND ACCESS UPON COMPLETION
INCIDENTAL TO GRADING OPERATIONS.
OF CONSTRUCTION.
I)
3. THE CON TRACTOR SHALL INSTALL AND MAINTAIN CATEGORY
3N (NON-WLEDED) EROSION CONTROL BLANKET ON ALL
SLOPES 3:1 OR STEEPER.
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DOCUMENT 00 52 00
STANDARD FORM OF AGREEMENT
THIS AGREEMENT is by and between City of Elk River ("Owner") and North Valley, Inc. ("Contractor"). Owner and
Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows:
ARTICLE 1— WORK
1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally
described as follows:
Bituminous drives and parking lots, curb & gutter, concrete walk, turf establishment, landscaping, erosion control,
signing and striping.
ARTICLE 2 — THE PROJECT
2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally
described as follows:
Country Crossing and Fresno Parks General Site Improvements
ARTICLE 3 — ENGINEER
3.01 The Project has been designed by SRF Consulting Group, Inc. (Engineer), who is to act as Owner's representative,
assume all duties and responsibilities, and have the rights and authority assigned to Engineer in the Contract
Documents in connection with the completion of the Work in accordance with the Contract Documents.
ARTICLE 4 — CONTRACT TIMES
4.1 Time of the Essence
A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as
stated in the Contract Documents are of the essence of the Contract.
4.2 Dates for Substantial Completion and Final Payment
A. All Work shall be substantially completed on or before Friday, September 17, 2021, and completed and ready for
final payment in accordance with Paragraph 14.07 of the General Conditions on or before Friday, September 24, 2021.
4.3 Liquidated Damages
A. Contractor and Owner recognize that time is of the essence of this Agreement and that Owner will suffer financial
loss if the Work is not completed within the times specified in Paragraph 4.02 above, plus any extensions thereof
allowed in accordance with Article 12 of the General Conditions. The parties also recognize the delays, expense,
and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the
Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that
as liquidated damages for delay (but not as a penalty), Contractor shall pay Owner a daily charge for each day that
expires after the time specified in Paragraph 4.02 for Milestones and/or Substantial Completion until the Work for
the Milestones and/or Substantial Completion is complete. After Substantial Completion, if Contractor shall
neglect, refuse, or fail to complete the remaining Work within the Contract Time or any proper extension thereof
granted by Owner, Contractor shall pay Owner daily charge for each day that expires after the time specified in
Paragraph 4.02 for completion and readiness for final payment until the Work is completed and ready for final
payment. The daily charges will be based on the original contract value, and will be in the amount shown in the
following table:
Standard Form of Agreement
00 52 00-1
TABLE OF LIQUIDATED DAMAGES
OriEinal Contract Amount Charge Per
From More than To and Including CalendarDay
($) ($) M
0
25,000
300
25,000
100,000
400
100,000
500,000
900
500,000
1,000,000
1,200
1,000,000
2,000,000
1,500
2,000,000
5,000,000
2,500
5,000,000
10,000,000
3,000
10,000,000
-------
3,500
ARTICLE 5 — CONTRACT PRICE
5.1 Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents an amount in
current funds equal to the sum of the amounts determined pursuant to Paragraphs 5.0 LA below:
A. For all Unit Price Work, an amount equal to the sum of the established unit price for each separately identified
item of Unit Price Work times the estimated quantity of that item as indicated in Contractor's Bid, attached hereto
as an exhibit.
As provided in Paragraph 11.03 of the General Conditions, estimated quantities are not guaranteed, and
determinations of actual quantities and classifications are to be made by Engineer as provided in Paragraph 9.07 of
the General Conditions. Unit prices have been computed as provided in Paragraph 11.03 of the General
Conditions.
ESTIMATED TOTAL OF ALL UNIT PRICE WORK
ARTICLE 6 — PAYMENT PROCEDURES
6.1 Submittal and Processing of Payments
$ One hundred and twelve thousand, five $112,584.32
hundred and eighty-four dollars and
thirty two cents.
(use words) (figure)
A. Contractor shall submit Applications for Payment in accordance with Article 14 of the General Conditions.
Applications for Payment will be processed by Engineer as provided in the General Conditions.
6.2 Progress Payments; Retainage
A. Owner shall make progress payments on account of the Contract Price on the basis of Contractor's Applications
for Payment on or about the 15`h day of each month during performance of the Work as provided in Paragraphs
6.02.A.1 and 6.02.A.2 below. All such payments will be measured by the schedule of values established as
provided in Paragraph 2.07.A of the General Conditions (and in the case of Unit Price Work based on the number
of units completed) or, in the event there is no schedule of values, as provided in the General Requirements:
1. Subject to the provisions of SC-14.02, progress payments will be made in an amount equal to the percentage
indicated below but, in each case, less the aggregate of payments previously made and less such amounts as
Engineer may determine or Owner may withhold, including but not limited to liquidated damages, in
accordance with Paragraph 14.02 ofthe General Conditions:
a. Ninety-five percent (95%) of Work completed (with the balance being retainage).
Standard Form of Agreement
00 52 00-2
b. Ninety-five percent (95%) of cost of materials and equipment not incorporated in the Work (with the
balance being retainage).
2. Upon Substantial Completion, Owner shall pay an amount sufficient to increase total payments to Contractor
to 100 percent of the Work completed, less such amounts as Engineer shall determine in accordance with
Paragraph 14.02.13.5 of the General Conditions and less 150 percent of Engineer's estimate of the value of
Work to be accepted or corrected as shown on the tentative list of items to be completed or corrected attached
to the certificate of Substantial Completion.
6.3 Final Payment
A. Upon final completion and acceptance of the Work in accordance with Paragraph 14.07 of the General Conditions,
Owner shall pay the remainder of the Contract Price as recommended by Engineer as provided in said Paragraph
14.07.
ARTICLE 7 — INTEREST
7.01 Not used.
ARTICLE 8 — CONTRACTOR'S REPRESENTATIONS
8.1 In order to induce Owner to enter into this Agreement Contractor makes the following representations:
A. Contractor has examined and carefully studied the Contract Documents and the other related data identified in the
Bidding Documents.
B. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions
that may affect cost, progress, and performance of the Work.
C. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect
cost, progress, and performance of the Work.
D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous
to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or
contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary
Conditions as provided in Paragraph 4.02 of the General Conditions and (2) reports and drawings of a Hazardous
Environmental Condition, if any, at the Site which has been identified in the Supplementary Conditions as
provided in Paragraph 4.06 of the General Conditions.
E. Contractor has obtained and carefully studied (or assumes responsibility for doing so) all additional or
supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface,
subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or
performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and
procedures of construction to be employed by Contractor, including any specific means, methods, techniques,
sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions
and programs incident thereto.
F. Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are
necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance
with the other terms and conditions of the Contract Documents.
G. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to
the Work as indicated in the Contract Documents.
Standard Form of Agreement
00 52 00-3
H. Contractor has correlated the information known to Contractor, information and observations obtained from visits
to the Site, reports and drawings identified in the Contract Documents, and all additional examinations,
investigations, explorations, tests, studies, and data with the Contract Documents.
I. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor
has discovered in the Contract Documents, and the written resolution thereof by Engineer is acceptable to
Contractor.
J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions
for performance and furnishing of the Work.
ARTICLE 9 — CONTRACT DOCUMENTS
9.1 Contents
A. The Contract Documents consist of the following:
1. This Agreement (pages 1 to 6 inclusive).
2. Construction Performance Bond (Document 00 6111).
3. Construction Payment Bond (Document 00 6113).
4. General Conditions (pages 1 to 54, inclusive).
5. Supplementary Conditions (Document 00 73 00).
6. Specifications as listed in the table of contents of the Project Manual.
7. Drawings consisting of 10 sheets with each sheet bearing the following general title: Country Crossings and
Fresno Parks General Site Improvements
8. Addenda (numbers 1 to 1, inclusive).
9. Exhibits to this Agreement (enumerated as follows):
a. Contractor's Bid (pages 1 to 4, inclusive).
b. Documentation submitted by Contractor prior to Notice ofAward (pages to inclusive).
C.
10. The following which may be delivered or issued on or after the Effective Date of the Agreement and are not
attached hereto:
a. Notice to Proceed (pages to inclusive).
b. Work Change Directives.
c. Change Order(s).
B. The documents listed in Paragraph 9.01.A are attached to this Agreement (except as expressly noted otherwise
above).
C. There are no Contract Documents other than those listed above in this Article 9.
Standard Form of Agreement
00 52 00-4
D. The Contract Documents may only be amended, modified, or supplemented as provided in Paragraph 3.04 of the
General Conditions.
ARTICLE 10—MISCELLANEOUS
10.1 Terms
A. Terms used in this Agreement will have the meanings stated in the General Conditions and the Supplementary
Conditions.
10.2 Assignment of Contract
A. No assignment by a party hereto of any rights under or interests in the Contract will be binding on another party
hereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys
that may become due and moneys that are due may not be assigned without such consent (except to the extent that
the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written
consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility
under the Contract Documents.
10.3 Successors and Assigns
A. Owner and Contractor each binds itself, its partners, successors, assigns, and legal representatives to the other
party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and
obligations contained in the Contract Documents.
10.4 Severability
A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation
shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and
Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part
thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the
stricken provision.
Standard Form of Agreement
00 52 00-5
IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement in triplicate. One counterpart each has been
delivered to Owner, Engineer and Contractor. All portions of the Contract Documents have been signed or identified by
Owner and Contractor or on their behalf.
This Agreement will be effective on
OWNER:
City of Elk River
By:
Title:
[CORPORATE SEAL]
Attest:
Title:
Address for giving notices:
City of Elk River
13065 Orono Parkway
Elk River. MN 55330
(If Owner is a corporation, attach evidence of authority to
sign. If Owner is a public body, attach evidence of authority
to sign and resolution or other documents authorizing
execution of Owner -Contractor Agreement.)
which is the Effective Date of the Agreement).
CONTRACTOR
By:
Title:
[CORPORATE SEAL]
Attest:
Title:
Address for giving notices:
License No.:
(Where applicable)
Agent for service of process:
Standard Form of Agreement
00 52 00-6