8.1. SR 08-21-2017 E04y1� ,.,�� Request for Action
River
To Item Number
Mayor and City Council 8.1
Agenda Section Meeting Date Prepared by
General Business August 21, 2017 Steve Benoit,Recreation Manager
Item Description Reviewed by
Youth Athletic Complex and Oak Knoll Athletic Michael Hecker, Parks and Recreation Director
Complex Ballfield Dugouts Reviewed by
Cal Portner, City Administrator
Action Requested
■ Adopt,by motion, an agreement between the City of Elk River and the Elk River Youth Baseball
Association for $61,162 to install dugouts on ballfields #5 and #6 at the Youth Athletic Complex
and ballfields #1 and #2 at the Oak Knoll Athletic Complex.
■ Adopt,by motion, a resolution acknowledging the $61,162 in contributions from the Elk River
Youth Baseball Association.
Background/Discussion
For the 2015 budget year, the Parks and Recreation Commission allocated Park Improvement Funds for
athletic field improvements. The Elk River Youth Baseball Association (ERYBA) requested dugout
installation ballfields #5 & #6 at the Youth Athletic Complex (YAC). Staff and ERYBA worked to
develop a design and acquire bids which came in at$75,400. Obtaining bids was extremely difficult due
to the small scope of the project and requirement for multiple quotes. The Commission felt the costs
were too high for only two ballfields and on September 21, 2015, the City Council directed staff to reduce
the cost and the 2015 project died.
For 2016, the Parks and Recreation Commission recommended$80,000 for the construction dugouts on
YAC #5 & #6 and Oak Knoll Athletic Complex fields #1 & #2. HKGi was engaged to develop a
dugout plan and acquire bids. HKGi proposed two designs, a basic dugout and an enhanced baseball
design. HKGi's best bid was $141,162 or $61,162 over the $80,000 city allocation. To bridge the deficit,
staff developed an equitable cost-share plan with ERYBA and the new Elk River Softball Association.
ERYBA indicated an interest while softball representatives indicated they cannot partner due to recent
changes in their association. ERYBA further indicated that in order to complete the project in 2017 they
would cover softball's portion of the funding gap,provided the city allow for multi-year financing.
ERYBA requested the enhanced dugout design installed on YAC #5 & #6 and the basic design at Oak
Knoll.
Financial Impact
The total estimated project cost is $141,162. The city will contribute $80,000 from the Park
Improvement Fund leaving a balance of$61,162. If the Council agrees, ERYBA will donate $15,000 in
2017 and pay the remaining$46,162 in four equal installments each year from 2018 to 2021.
POWERED 6T
AR
Attachments
■ Youth Athletic Complex and Oak Knoll Athletic Complex Dugout Agreement
■ Resolution Acknowledging Contributions
■ Dugout Pricing Received
■ Dugout Pricing Summary
■ Dugout Quote Package
■ Basic Dugout Design Image
■ Enhanced Dugout Design Image
N:APublic Bodies\Agenda Packets\08-21-2017\Final\x8.1 sr.docx
AGREEMENT 2017-23
YOUTH ATHLETIC COMPLEX AND OAK KNOLL ATHLETIC
COMPLEX DUGOUTS AGREEMENT
THIS AGREEMENT ("Agreement") made this 21st day of August, 2017, by and
between the CITY OF ELK RIVER, a Minnesota municipal corporation ("City"), and the Elk
River Youth Baseball Association, a Minnesota nonprofit corporation.
RECITALS
A. The City owns and operates the athletic fields at the Youth Athletic Complex and
Oak Knoll Athletic Complex.
B. Association has asked the City to install dugouts on fields #5 and #6 at the Youth
Athletic Complex and Fields #1 and #2 at the Oak Knoll Athletic Complex.
C. Without a substantial financial contribution from the Association, the City would be
unable and unwilling to install dugouts at the Youth Athletic Complex and the Oak Knoll Athletic
Complex.
D. The City is relying upon this Agreement for a financial contribution to install
dugouts for Fields #5 and #6 at the Youth Athletic Complex and Fields #1 and #2 at the Oak
Knoll Athletic Complex.
NOW, THEREFORE, IN CONSIDERATION OF THEIR MUTUAL
COVENANTS THE PARTIES AGREE AS FOLLOWS:
1. INITIAL CONTRIBUTION. The Elk River Youth Baseball Association shall
pay the City$15,000 as an initial contribution towards the City's costs to install dugouts at the Youth
Athletic Complex and the Oak Knoll Athletic Complex at the time of execution of this Agreement.
2. SUBSEQUENT CONTRIBUTIONS. The Association shall make an
additional contribution toward the cost of installing dugouts at the Youth Athletic Complex and
Oak Knoll Athletic Complex in the amount of$46,162. The additional contributions shall be paid to
the City in four (4) annual payments of$11,540, the first payment to be made on July 1, 2018, and
the final three (3) payments to be made on July 1, 2019, 2020 and 2021.
3. FIELD TIME COMMITMENT. The Association shall have the same priority
rights to use of the athletic fields at Youth Athletic Complex and the Oak Knoll Athletic Complex
as other users pursuant to then-applicable city policies, including the city's field allocation policies.
Failure of the Association to make its initial contribution and all additional contributions as provided
in the Agreement shall be cause for the City to deny Elk River Youth Baseball Association field time
on Fields #5 and #6 at the Youth Athletic Complex and Fields #1 and #2 at the Oak Knoll Athletic
Complex.
CITY OF ELK RIVER ELK RIVER YOUTH BASEBALL
ASSOCIATION
BY: BY:
John J. Dietz,Mayor Its
AND AND
Tina Allard, City Clerk Its
2
City of
Elk
River
Councilmember introduced the following resolution and moved its
adoption:
City of Elk River
City Council
Resolution 17-
A Resolution of the City Council of the City of Elk River Acknowledging
Contributions
WHEREAS, the City of Elk River is grateful to all civic groups, organizations, and
individuals for their contributions to the community; and
WHEREAS, the City of Elk River has an agreement to accept$61,162 in total donations
from The Elk River Youth Baseball Association with the intent it be used by the Park and
Recreation Department for the installation of dugouts on ballfields five and six at the Youth
Athletic Complex and fields one and two at the Oak Knoll Athletic Complex. The Elk River
Youth Baseball Association has agreed to an initial contribution of$15,000 and subsequent
contribution of$11,542 for four years from July 1, 2018 to 2021.
NOW, THEREFORE, BE IT RESOLVED by the City Council,by at least four-fifths
vote, to acknowledge the support and commend the Elk River Youth Baseball Association
for their donation.
The motion for adoption of the foregoing resolution was duly seconded by Councilmember
, and upon vote being taken thereon, the following voted in favor thereof-
and the following against: ,whereupon said
resolution was declared duly passed and adopted.
The following members were present:
and the following absent:
Passed and adopted this 21st day of August 2017.
John J. Dietz,Mayor
ATTEST:
Tina Allard, City NATUREJ
PROJE2017 ELK RIVER BALLFIELD DUGOUTSENG EST A&M construction EBERT CBI FLAGSHIP MAC HANSEN DIVERISFIED INSTALLATIONSFLORIDANo. Section Description Unit Unit Price Total (unit x qty) Unit Price Total (unit x qty) Unit Price Total (unit x qty) Unit Price Total (unit x qty) Unit Price Total (unit x qty) Unit Price Total (unit x qty) Unit Price Total (unit x qty) Unit Price Total (unit x qty)1Structural concrete slab and base material 320.00 SF12.00$ 3,840.00$ 28.75$ 9,200.00$ 23.50$ 7,520.00$ 25.00$ 8,000.00$ 9.57$ 3,062.40$ 9.57$ 3,062.40$ -$ -$ -$ -$2INSTALL 8 post steel dug out roof structure - Supplied by OWNER 1.00 EA3,640.00$ 3,640.00$ 6,600.00$ 6,600.00$ 3,857.00$ 3,857.00$ 3,000.00$ 3,000.00$ 4,450.00$ 4,450.00$ -$ -$ -$ -$ 3,640.00$ 3,640.00$36FT HT Chain link fencing and 2 posts- galvanized 68.00 LF45.00$ 3,060.00$ 55.00$ 3,740.00$ 45.89$ 3,120.52$ 40.00$ 2,720.00$ 12.50$ 850.00$ -$ -$ -$ -$ -$ -$4Remove existing chain link fencing and make adjustments 1.00 EA1,500.00$ 1,500.00$ 680.00$ 680.00$ 432.25$ 432.25$ 900.00$ 900.00$ 250.00$ 250.00$ -$ -$ 2,475.00$ 2,475.00$ -$ -$ Total for each dug out12,040.00$ 20,220.00$ 14,929.77$ 14,620.00$ 8,612.40$ 3,062.40$ 2,475.00$ 3,640.00$ multiply by 8 dugoutsx 8 x 8 x 8 x 8 x 8 x 8 x 8 x 8 BASE BID TOTAL FOR 8 DUGOUTS96,320.00$ 161,760.00$ 119,438.16$ 116,960.00$ combo 68,899.20$ 24,499.20$ 19,800.00$ 29,120.00$W/MAC CONCRETE $12,240 per 4 FTG $755 EACH DUG OUTNo. Section Description Unit Unit Price Total (unit x qty) Unit Price Total (unit x qty) Unit Price Total (unit x qty) Unit Price Total (unit x qty) Unit Price Total (unit x qty) Unit Price Total (unit x qty) Unit Price Total (unit x qty) Unit Price Total (unit x qty)1Additional concrete material for concrete slab to support CMU 1.00 LS800.00$ 800.00$ 800.00$ 800.00$ 388.30$ 388.30$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$2Difference to install 4ft ht chainlink at CMU wall instead of 6ft ht 42.00 LF(2.00)$ (84.00)$ 42.86$ 1,800.12$ 1.38$ 57.96$ -$ -$ 10.50$ 441.00$ -$ -$ -$ -$ -$ -$3Add CMU wall and cap around posts at YAC park only 42.00 LF60.00$ 2,520.00$ 85.72$ 3,600.24$ 196.54$ 8,254.68$ -$ -$ 102.08$ 4,287.36$ 102.08$ 4,287.36$ -$ -$ -$ -$ Total for each dug out3,236.00$ 6,200.36$ 8,700.94$ -$ 4,728.36$ 4,287.36$ -$ -$ multiply by 4 dugoutsx 4x 4x 4x 4x 4x 4x 4 x 4OPTIONAL WORK TOTAL FOR 4 DUGOUTS AT YAC12,944.00$ corrected 24,801.44$ 34,803.76$ -$ combo 18,913.44$ 17,149.44$ -$ -$math error29,768.00$MAC - CMU and conc. 2 dug outs $ 8,575.00Est. Qty.Est. Qty.A. BASE BID WORK AT YAC AND OAK KNOLL PARKSB. UNIT PRICING for optional work at 4 DUGOUTS AT YAC PARK ONLY1 of 1ELK RIVER DUGOUTS
Hoisington Koegler Group Inc.
Hoisington Koegler Group Inc.
123 North Third Street, Suite 100
Minneapolis, Minnesota 55401
(612) 338-0800 Fax (612) 338-6838 www.hkgi.com
1 of 1
Creating Places that Enrich People’s Lives
Dug Out Pricing Summary
Project: YAC and Oak Knoll Dugouts 2017 fall Improvements
Date: May 8, 2017
HKGI solicited Quotes from numerous contractors to prepare dugout concrete slabs, assembly dug out roof kits
(supplied by City) and chain link fencing at the fields of YAC and Oak Knoll Parks in the fall of 2017.
Optional work included a short CMU wall and fencing at the 4 YAC fields.
A summary of the received quotes are as follows:
Three general contractors submitted pricing for the complete base quote at $161,760.00, $119,438.16 and
$116,960.00. Two contractors priced the optional CMU walls at YAC for $34,803.76 and $24,768.00. One
contractor submitted just fence pricing at $19,800 for 8 dugouts, and a crew from Florida is willing to assemble
the dugout kits for $29,120.00 with option of including dugout kit ftgs for $6,040.00 .
Flagship Recreation, Inc. submitted a low quote for assembling the dugout kits and fencing – but no concrete
work. They assumed City would pull the approx. existing 28 fence posts and they would re-use salvaged fencing
for parts.
M.A.C. Masonry, Inc. of Elk River submitted a low price for the concrete slab work and CMU optional work.
Their bid for additional CMU work assumed stock materials, there is a $500 set up charge for custom colors.
We suggest combining the two contractors (Flagship and M.A.C. Masonry work the base project comes in at $
68,899.20 for 8 dugouts, and $18,913.44 to add the CMU wall option to the 4 dugouts at YAC.
This work assumes the City would take care of any necessary erosion control, removals/disposals, and area
restoration.
The dug out kits quote from Dugout USA is $46,150 for 8 dugouts kits delivered.
In summary, the total cost per dugout comes in at $14,381.15 each for the 8 dugouts, with an addition of
$4,728.36 each to add a CMU wall at the 4 YAC fields.
The City will need to order the dugout kits this month in order to receive them within the 5-6 week lead time
suggested on March quote.
The City should also commit to a contractor for the site work as soon as possible to guarantee availability this fall.
Let us know if you have any questions,
Amy Bower
Landscape Architect
Attached: Contractor quotes and summary spread sheet
1/2" THICK STEELBASE PLATE (TYP.)STEEL TUBE COLUMNPLAN VIEWISOMETRIC VIEW1/2" THICK STEELBASE PLATE (TYP.)10'-0" (CENTER TO CENTER OF COL.)10'-0" (CENTER TO CENTER OF COL.)30'-0"STEEL TUBE BEAMROOF PANELSNOT SHOWN8'-0" (O.C.)STEEL TUBE BEAM"L" COVER PLATE(4 PLACES TYP.)STEEL TUBE BEAMSTEEL TUBE BEAM4'-0"4'-0"COVER PLATE (TYP.)10'-0" (CENTER TO CENTER OF COL.)1/2"1 7/16"1 1/8"1"EDGE TRIM AROUNDENTIRE PERIMETERMETAL PANELROOFINGEDGE TRIMDETAILEDGE TRIM AROUNDENTIRE PERIMETER1/2" THICK STEELBASE PLATE (TYP.)6"6"26 GAUGE METALPANEL ROOFINGSTEEL TUBE COLUMNSTEEL TUBE COLUMNSIDE ELEVATIONSTEEL TUBE BEAM1228'-0"9'-4"STEEL TUBE BEAMFRONT ELEVATIONSTEEL TUBE COLUMNSTEEL TUBE COLUMNSTEEL TUBE COLUMNST830NSTEEL TUBE BEAMCOVER PLATE (TYP.)STEEL TUBE BEAMCOVER PLATE (TYP.)STEEL TUBE BEAM
CONCRETE UNIT MASONRY
04 22 00 - 1
SECTION 04 22 00 – CONCRETE UNIT MASONRY
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Division 01 Sections, Drawings, General Conditions, Supplementary Conditions, and Special
Conditions apply to this section.
1.2 SUMMARY
A. Section Includes:
1. Concrete masonry units (CMUs).
2. Mortar and grout.
3. Reinforcing steel.
4. Masonry joint reinforcement.
5. Control joint materials.
B. Related Requirements:
1. Section 04 05 13 Masonry Mortaring.
2. Section 04 05 16 Masonry Grouting.
3. Section 04 05 19 Masonry Anchorage and Reinforcing.
4. Section 04 05 23 Masonry Accessories.
5. Section 04 22 23.23 Prefaced Concrete Unit Masonry.
6. Section 07 92 00 Joint Sealants for sealing control and expansion joints in unit masonry.
7. Section 32 14 13.13 Interlocking Precast Unit Paving.
1.3 REFERENCES
A. TMS 602/ACI 530.1/ASCE 6 2011 Specification for Masonry Structures.
B. ASTM International (latest versions):
1. ASTM A36/A36M Standard Specification for Carbon Structural Steel.
2. ASTM A82/A82M Standard Specification for Steel Wire, Plain, for Concrete
Reinforcement.
3. ASTM A153/A153M Standard Specification for Zinc Coating (Hot-Dip) on Iron and
Steel Hardware.
4. ASTM A185/A185M Standard Specification for Steel Welded Wire Reinforcement,
Plain, for Concrete.
5. ASTM A307 Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength.
6. ASTM A615/A615M Standard Specification for Deformed and Plain Carbon-Steel Bars
for Concrete Reinforcement.
CONCRETE UNIT MASONRY
04 22 00 - 2
7. ASTM A641/A641M Standard Specification for Zinc-Coated (Galvanized) Carbon Steel
Wire.
8. ASTM A653/A653M Standard Specification for Steel Sheet, Zinc-Coated (Galvanized)
or Zinc-Iron Alloy-Coated (Galvanealed) by the Hot-Dip Process.
9. ASTM A884/A884M Standard Specification for Epoxy-Coated Steel Wire and Welded
Wire Fabric for Reinforcement.
10. ASTM A899 Standard Specification for Steel Wire Epoxy-Coated.
11. ASTM A951/A951M Standard Specification for Masonry Joint Reinforcement.
12. ASTM A1008/A1008M Standard Specification for Steel, Sheet, Cold-Rolled, Carbon,
Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved
Formability, Solution Hardened, and Bake Hardenable.
13. ASTM C90 Standard Specification for Loadbearing Concrete Masonry Units.
14. ASTM C140/C140M Standard Test Method for Sampling and Testing Concrete Masonry
Units.
15. ASTM C150/C150M Standard Specification for Portland Cement.
16. ASTM C270 Standard Specification for Mortar for Unit Masonry.
17. ASTM C476 Standard Specification for Grout for Unit Masonry.
18. ASTM C618 Standard Specification for Coal Fly Ash and Raw or Calcined Natural
Pozzolan for use in Concrete.
19. ASTM C989/C989M Standard Specification for Slag Cement for Use in Concrete and
Mortars.
20. ASTM C1019 Standard Test Method for Sampling and Testing Grout.
21. ASTM C1314 Standard Test Method for Compressive Strength of Masonry Prisms.
22. ASTM C1586 Standard Guide for Quality Assurance of Mortars.
23. ASTM C1611/C1611M Standard Test Method for Slump Flow of Self-Consolidating
Concrete.
24. ASTM C1714/C1714M Standard Specification for Preblended Dry Mortar Mix for Unit
Masonry.
25. ASTM D2000 Classification System for Rubber Products in Automotive Applications.
26. ASTM D2287 Standard Specification for Nonrigid Vinyl Chloride Polymer and
Copolymer Molding and Extrusion Compounds.
1.4 SYSTEM DESCRIPTION
A. Provide materials to achieve the net compressive strength of concrete unit masonry equal to or
greater than 1500 psi f'm.
1.5 SUBMITTALS
A. Obtain written acceptance of submittals prior to use of the following:
1. Submit mix designs and test reports:
a. Preblended mortar:
1) Mix designs and mortar tests performed in accordance with the property
specification of ASTM C270.
CONCRETE UNIT MASONRY
04 22 00 - 3
b. Conventional grout:
1) Mix design and grout strength test performed in accordance with ASTM C476.
c. Self-consolidating grout:
1) Compressive strength tests performed in accordance with ASTM C1019, and
slump flow and visual stability index (VSI) as determined by ASTM
C1611/C1611M.
2. Submit material certificates for each of the following certifying compliance:
a. Concrete masonry units.
b. Steel reinforcing bars.
c. Anchors, ties, fasteners, and metal accessories.
d. Preformed control joint gaskets.
B. Samples for Verification: For each type and color of the following:
1. Exposed concrete masonry units.
C. Mortar, for color selection or confirmation.
1.6 QUALITY ASSURANCE
A. Sample Panels: Construct an approximate [4ft:] wide by [3ft] high panel for representation of
completed masonry, joint tooling, design details, and workmanship. Mock up can be part of
final wall.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Protect all materials of this section to maintain quality and physical requirements.
B. Store all masonry units on the jobsite so that they are protected from rain, stored off-ground
and kept free of contamination.
C. Store SPEC MIX preblended mortar mix in manufacturer’s original, unopened, undamaged
containers with identification labels intact, covered and protected from weather, or in a SPEC
MIX dispensing silo.
1.8 FIELD CONDITIONS
A. Cover top of unfinished masonry work to protect it from the weather.
B. Cold-weather procedures when ambient temperature falls below 40°F (4°C) or the temperature
of masonry units is below 40°F (4°C):
1. Do not install wet or frozen units.
2. Implement cold weather construction procedures in accordance with TMS 602/ACI
530.1/ASCE 6 Article 1.8 C.
CONCRETE UNIT MASONRY
04 22 00 - 4
C. Hot-weather procedures when ambient temperature exceeds 100°F (38°C), or exceeds
90°F(32°C) with a wind velocity greater than 8 mph:
D. Implement hot weather construction procedures in accordance with TMS 602/ACI
530.1/ASCE 6 Article 1.8 D.
PART 2 - PRODUCTS
2.1 MANUFACTURER
A. Concrete masonry units:
1. Amcon Block, St. Cloud, MN 56304. Or approved equal
a. 888-251-6030
B. Preblended mortar:
1. SPEC MIX Preblended Mortar Mix, by E-Z Mix, Inc.
C. Grout additive:
1. PRE-MIX Products Grout Additive, by E-Z Mix, Inc.
2.2 CONCRETE MASONRY UNITS
A. Concrete Masonry Units: ASTM C90.
1. Weight Classification: Medium Weight
2. Color(s) and texture(s):
a. AMCON BLOCK ROCK FACE– COLOR 1 owner choice from Standard Colored
series
b. AMCON BLOCK ROCK FACE – COLOR 2 owner choice from Standard Colored
series
2.3 MORTAR AND GROUT MATERIAL
A. SPEC MIX Masonry Mortar Type [S or M] preblended factory mix: ASTM C270 and ASTM
C1714/C1714M.
1. Standard color chosen from manufacture chart by owner.
B. Grout for masonry: ASTM C476.
1. Fly ash: ASTM C618.
2. Ground granulated blast furnace slag: ASTM C989/C989M.
C. Water: Potable.
D. Admixtures:
CONCRETE UNIT MASONRY
04 22 00 - 5
1. Do not use admixtures except as specified herein, or as approved by the Design
Professional and the Building Official.
2. PRE-MIX Products Grout Additive manufactured by E-Z Mix, Inc. Use per
manufacturer’s specifications.
2.4 REINFORCEMENT AND METAL ACCESSORIES
A. Provide metal reinforcement and accessories conforming to TMS 602/ACI 530.1/ASCE 6
Article 2.4.
B. Steel Reinforcing Bars: ASTM A615/A615M.
C. Masonry Joint Reinforcement: ASTM A951/A951M. Maximum spacing of cross wires in
ladder-type and points of connection of cross wires of truss-type joint reinforcement shall be
16 in.
D. Anchors, ties, and accessories:
1. Plate and bent-bar anchors: ASTM A36/A36M.
2. Sheet-metal anchors and ties: ASTM A1008/A1008M.
3. Wire mesh ties: ASTM A185/A185M.
4. Wire ties and anchors: ASTM A82/A82M.
5. Headed anchor bolts: ASTM A307, Grade A.
E. Coatings for corrosion protection: Unless otherwise required, protect carbon steel joint
reinforcement, ties, and anchors from corrosion by galvanizing or epoxy coating in
conformance with the following minimums:
1. Mill galvanized coatings:
a. Joint reinforcement: ASTM A641/A641M (0.1 oz./ft2).
b. Sheet metal anchors and ties: ASTM A653/A653M Coating Designation G60.
2. Hot-dipped galvanized coatings:
a. Joint reinforcement, wire ties, and wire anchors: ASTM A153/A153M (1.50 oz./ft2).
b. Sheet metal anchors and ties: ASTM A153/A153M Class B.
3. Epoxy coatings:
a. Joint reinforcement: ASTM A884/A884M Class A Type 1 — 7 mils.
b. Wire ties and anchors: ASTM A899/ Class C — 20 mils.
c. Sheet metal anchors and ties: 20 mils per manufacturer's specification.
2.5 MASONRY CLEANER
A. Use potable water and detergents to clean masonry unless otherwise approved.
B. Do not use acid or caustic solutions unless otherwise approved.
2.6 MIXING
CONCRETE UNIT MASONRY
04 22 00 - 6
A. Mortar:
1. Mix SPEC MIX Masonry Mortar preblended factory mix per manufacturer's
recommendations.
B. Conventional grout:
1. Mix grout to a consistency that has a slump between 8 and 11 inches per TMS 602/ACI
530.1/ASCE 6 Article 2.6 B.
C. Self-consolidating grout:
1. Job-site proportioning of self-consolidating grout is not permitted.
2. Do not add water at the job site except in accordance with the manufacturer's
recommendations.
2.7 Fabrication
A. Fabricate reinforcement per TMS 602/ACI 530.1/ASCE 6 Article 2.7 A.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Prior to the start of masonry installation, verify all conditions pertinent to the performance of
work in this Section are acceptable.
1. Verify foundations are constructed within a level alignment tolerance of ± 1/2 in.
2. Verify that reinforcing dowels are positioned in accordance with Project Drawings.
B. Proceed with masonry work only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Clean reinforcement and shanks of anchor bolts by removing mud, oil, or other materials that
will adversely affect bond to mortar or grout.
1. Reinforcement with rust and/or mill scale is acceptable provided attributes of a cleaned
sample are in accordance with the applicable ASTM specification.
B. Prior to laying masonry, remove laitance, loose aggregate, and any other material that would
prevent mortar from bonding to the foundation.
C. Do not wet units before laying, unless otherwise required. Wet cutting is permitted.
D. Cut units as required to fit; use motor-driven masonry saw. Install cut units with cut surfaces
concealed as much as possible.
CONCRETE UNIT MASONRY
04 22 00 - 7
3.3 INSTALLATION
A. Select and arrange units for exposed masonry to produce a uniform blend of colors and
textures.
1. Mix units from several pallets or cubes as they are placed.
B. Comply with construction tolerances in TMS 602/ACI 530.1/ASCE 6, Article 3.3F.
C. Construct grout spaces free of mortar dropping, debris, and any material deleterious to
grouting.
D. Lay all masonry true, level, plumb, and in accordance with the drawings.
E. Ensure all vertical cells to be grouted are aligned and unobstructed openings for grout are
provided .
F. Lay exposed masonry in running bond unless otherwise indicated in Project Drawings.
G. Lay concealed masonry in running bond unless otherwise indicated.
H. Brace masonry during construction to assure stability if necessary.
3.4 MORTAR BEDDING AND JOINTING
A. Place mortar in accordance with TMS 602/ACI 530.1/ASCE 6 Article 3.3 B.
B. Initial bed joint shall not be less than 1/4 in. or more than 3/4 in.
C. Lay all head and bed joints, except initial bed joints, a nominal 3/8 in. thick, unless otherwise
required.
1. Do not exceed 5/8 in thickness of bed joints.
D. Lay hollow units with head and bed joints filled with mortar for the thickness of the face shell.
E. Lay solid units with full head and bed joints. Do not fill head joints by slushing with mortar.
Do not furrow bed joints deep enough to produce voids.
F. Remove mortar protrusions extending 1/2 in. or more into cells to be grouted.
G. Fully mortar webs in all courses of piers, columns and pilasters, in the starting course on
foundations, and when necessary to confine grout.
H. Tool concave mortar joints on exposed walls, unless otherwise indicated, and strike to produce
a dense, slightly concave surface well bonded to the surface of the masonry unit.
I. Remove and re-lay in fresh mortar any unit that has been disturbed to the extent the initial
bond is broken.
CONCRETE UNIT MASONRY
04 22 00 - 8
3.5 EMBEDDED ITEMS AND ACCESSORIES
A. Construct control joints as masonry progresses.
B. Construct chases as masonry units are laid.
C. Install pipes and conduits passing horizontally through nonbearing masonry partitions .
D. Install and secure connectors, flashing, weep holes, weep vents, nailing blocks, and other
accessories as required.
3.6 INSTALLATION OF REINFORCING STEEL, WALL TIES, AND ANCHORS
A. Install reinforcing steel, wall ties, and anchors in accordance with TMS 602/ACI 530.1/ASCE
6 Article 3.4.
B. Place reinforcement as detailed on the drawings.
1. Support and fasten reinforcement to prevent displacement beyond specified tolerances
during construction and grouting operations.
2. Maintain clear distances between reinforcement and any interior face of masonry unit or
formed surface, but not less than 1/4 in. for fine grout, or 1/2 in. for coarse grout.
3. Completely embed reinforcing bars in grout.
4. Place reinforcing bars maintaining minimum cover of:
a. Where masonry is exposed to weather, 2 in. for bars larger than No. 5, 1 1/2 in. for
No. 5 or smaller.
b. Where masonry is not exposed to weather, 1 1/2 in.
5. Embed joint reinforcement with minimum 5/8 in. cover to faces exposed to weather or
earth, and 1/2 in. elsewhere.
a. Provide minimum 6-in. lap splices and ensure that all ends of longitudinal wires are
embedded in mortar at laps.
6. Place reinforcing bars in walls and flexural elements to a tolerance of ± 1/2 in. when the
distance from the centerline of reinforcing bars to the opposite face of masonry, d, is
equal to 8 in. or less, ± 1 in. for d equal to 24 in. or less but greater than 8 in., and ± 1 1/4
in. for d greater than 24 in.
7. Foundation dowels that interfere with unit webs are permitted to be bent to a maximum
of 1 in. horizontally for every 6 in. of vertical height.
C. Install wall ties in accordance with TMS 602/ACI 530.1/ASCE 6 Article 3.4 C.
D. Install anchor bolts as detailed on the drawings and in accordance with TMS 602/ACI
530.1/ASCE 6 Article 3.4 D.
1. Embed headed and bent-bar anchor bolts in grout. Anchor bolts of 1/4 in. or less may be
placed in mortar bed joints at least 1/2 in. in specified thickness.
2. Maintain clear distance between anchor bolts and any face of masonry unit or formed
surface of at least 1/4 in. when using fine grout, and of at least 1/2 in. when using coarse
grout.
CONCRETE UNIT MASONRY
04 22 00 - 9
3. Maintain a clear distance between parallel anchor bolts not less the diameter of the
anchor bolt, nor less than 1 in.
3.7 GROUTING
A. Comply with grout placement requirements in TMS 602/ACI 530.1/ASCE 6 Article 3.5.
B. Place grout within 1 1/2 hr. from introducing water in the mixture and prior to initial set.
1. Discard field-mixed grout that does not meet specified slump without adding water after
initial mixing.
2. For transit-mixed grout:
a. Addition of water is permitted at time of initial discharge to adjust consistency to a
slump between 8 and 11 in.
b. Discard transit-mixed grout that does not meet specified slump without adding
water, other than as allowed in 3.7 B. 2.a above.
c. Transit-mixed grout may be used beyond the time limit as long as it meets the
specified slump.
C. Grout pour height: do not exceed maximum grout pour height as given in TMS 602/ACI
530.1/ASCE 6 Table 7, or as otherwise specified.
D. Grout lift height:
1. Conventional grout:
a. Limit the grout lift height to the bottom of the lowest bond beam more than 5 ft. 4
in. above the bottom of the lift, but do not exceed a grout lift height of 12 ft. 8 in.
when the following conditions are met:
1) The masonry has cured for a minimum of 4 hours.
2) Grout slump is maintained between 10 and 11 in.
b. When 3.7 E.1.a.1) or 2) above are not met, limit grout lift height to 5 ft. 4 in.
2. Self-consolidating grout:
a. When placed in masonry that has cured for a minimum 4 hours, place in lifts up to
the grout pour height.
b. When placed in masonry with less than 4 hours of cure, place in lifts not exceeding 5
ft. 4 in.
E. Grout consolidation:
1. Conventional grout:
a. Consolidate grout pours 12 in. or less by mechanical vibration or puddling.
b. Consolidate grout pours exceeding 12 in. by mechanical vibration, and reconsolidate
after initial water loss and settlement has occurred.
2. Self-consolidating grout: consolidation or reconsolidation is not required.
3.8 FIELD QUALITY CONTROL
CONCRETE UNIT MASONRY
04 22 00 - 10
A. Work shall be compared to approved mock up. Any work not meeting or exceeding
specifications or mock up will be removed and replaced with satisfactory work at no
additional cost to owner.
3.9 POINTING, AND CLEANING
A. Point and tool holes in mortar joints to produce a uniform, tight joint.
B. During construction, minimize any mortar or grout stains on the wall. Immediately remove
any staining or soiling that occurs.
1. For precision or textured units, except as noted below, clean masonry by dry brushing
before tooling joints.
2. For burnished, glazed, or pre-finished concrete masonry units, immediately remove any
green mortar smears or soiling with a damp sponge.
C. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry surfaces of
stains, efflorescence, mortar or grout droppings, and debris.
1. Use appropriate masonry cleaner as tested on the sample panel and as approved by the
Design Professional, strictly following manufacturer's recommendations.
2. Do not use acids.
D. At completion of masonry work, remove all scaffolding and equipment used during
construction, and remove all debris, refuse, and surplus masonry material from the site.
END OF SECTION
PROJECT 2017 ELK RIVER BASEBALL DUGOUTS QUOTE FORM
CITY OF ELK RIVER
OWNER:City of Elk River 3.27.17
13065 Orono Parkway
Elk River, MN 55330
SUBMITTED BY:
Name
Address Telephone
Fax
email
Contact
PROJECT DESCRIPTION
OFFER
OWNER'S RIGHT
AWARD OF CONTRACT
No. Section Description Unit Unit Price Total (unit x qty)
1 Structural concrete slab and base material 320.00 SF -$ -$ each dug out
2 INSTALL 8 post steel dug out roof structure - Supplied by OWNER 1.00 EA -$ -$ each dug out
3 6FT HT Chain link fencing and 2 posts- galvanized 68.00 LF -$ -$ each dug out
4 Remove existing chain link fencing and make adjustments 1.00 EA -$ -$ each dug out
Total for each dug out -$ each dug out
multiply by 8 dugouts x 8
BASE BID TOTAL FOR 8 DUGOUTS -$ 8 dugouts
Est. Qty.
A. BASE BID WORK AT YAC AND OAK KNOLL PARKS
The undersigned, being familiar with the local conditions affecting the cost of the work and with the Contract Documents, including the Drawings and ANY
Addenda, and in accordance with the provisions thereof, hereby propose to furnish all labor, materials, and equipment necessary to complete construction for DUG
OUT WORK in Elk River Parks.
Estimated quantities listed on bid form or clarified in Addendum will be used along with bidders submitted unit prices and lump sum prices to tabulate bid totals.
Each submitted bid will be calculated using the same estimated quantities.Estimated Quantities shown on the Bid Form are not guaranteed. “UNIT PRICE” bids
Shall include all labor, materials, storing, equipment, overhead, profit, insurance, tags, etc., necessary to cover the work described in the Contract Documents. Final
payment to the Contractor for “UNIT PRICE” bid items shall be based on the actual authorized and installed Contractor’s bid quantities.
Each bidder must verify or establish quantities and the extent of work to their own satisfaction for “LUMP SUM” bid items, and submit a total bid sufficient to cover
all the work outlined in the Contract Documents, “LUMP SUM” bids shall include all labor, materials, storing, equipment, overhead, profit, insurance, tags, etc.,
necessary to cover the work described in the Contract Documents. Final payment to the Contractor for “LUMP SUM” bid items shall be based on the Contractor’s
bid price for completion of the work outlined in the Contract Documents.
The Bidder is familiar with the PLANS and understands the provisions thereof. The bidder is responsible for reviewing the site conditions (both surface and subsoil)
and Contract Documents to establish a clear understanding of the work within the scope of this project. The bidder shall not rely on verbal information obtained from
employees of the Owner or Consultant.
Work as indicated in plans at two separate park locations (Oak Knoll Park, and Youth Athletic Field ( YAC)
Contractor to verify work in field with owner.
The Contract for the work outlined in the Contract Documents and this Bid Form, will be awarded to the lowest qualified quote. Lowest quote will be determined
by the TOTAL BID PRICE for the accepted bid items and quantities, plus any alternates chosen by owner.
The Owner reserves the right to revise the scope of the work outlined on the Contract Documents and listed above in the bid schedule. The Owner, based on budgetary
considerations, reserves the right to eliminate a particular line item. “Lump Sum” and “Unit Price” bids in the Bid Schedule shall prevail for eliminating or changing
quantities of work items from those indicated in the Contract Documents.
I hereby propose and agree to furnish all labor, materials, removal, overhead, profit, insurance, and other costs required to complete the Base Bid Work FOR
(8) EIGHT DUGOUTS at 2 parks described in the Drawings for the following amount.
WRITTEN: ______________________________________________________________________________DOLLARS
NUMERICAL: $ ____________________________________
1 of 2
ELK RIVER DUGOUTS
Quote Form 3.27.17
No. Section Description Unit Unit Price Total (unit x qty)
1 Additional concrete material for concrete slab to support CMU 1.00 LS -$ -$ each dug out
2 Difference to install 4ft ht chainlink at CMU wall instead of 6ft ht 42.00 LF -$ -$ each dug out
3 Add CMU wall and cap around posts at YAC park only 42.00 LF -$ -$ each dug out
Total for each dug out -$ each dug out
multiply by 4 dugouts x 4
OPTIONAL WORK TOTAL FOR 4 DUGOUTS AT YAC -$ 4 dugouts
I have visited the work site to verify existing conditions in regard to the Contract Documents.
End of Contract
Est. Qty.
C. CONTRACT TIME AND QUALITY CONTROL
D. SITE VISIT
E. QUOTE GUARANTY PERIOD
F. SIGNATURE
Name : ____________________________________________
Signature ___________________________________________
Street ______________________________________________
City, State, Zip _______________________________________
Firm Name ___________________________________________
Phone ______________________Fax ____________________
If a partnership, list name and addresses of all partners. If a corporation. Affix
corporate seal and list State of incorporations. The person signing this form is a
person authorized to bind the company for which they are signing.
The undersigned agrees to start work JULY 31, 2017 and achieve Substantial Completion of YAC work by SEPTEMBER 15, 2017,
and Substantial Completion of Oak Knoll work by OCTOBER 15, 2017.
Bidder understands the retainer is set at 5.0% until satifactory completion of work.
It is understood and agreed that this Proposal cannot be withdrawn within Sixty (60) days without the consent of the Owner.
B. UNIT PRICING for optional work at 4 DUGOUTS AT YAC PARK ONLY
2 of 2
ELK RIVER DUGOUTS
Quote Form 3.27.17
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