Addendum No. 1 for New Baseball Fields #13-PK-07-C-01ADDENDUM NO. 1
March 21, 2013 �o�pNOSCgpF�
City of Schertz Baseball Complex y,$�OP�NTOy�G Cy
RFCSP No. 13- PK- 07 -C -01
Issued by: LUCK Design Team Jj'•, 1 ss .•' p�
9600 Escarpment Boulevard, Suite 745 -4
Austin, Texas 78749
Phone: 512.810.0684 ? t to,
Contact: Brent Luck
bluck @luckdesignteam.com
The contract documents are herby revised or clarified per the following comments. This
addendum is to be noted on the bid form and becomes part of the contract documents for this
project.
Item Reference Description
1
Project Manual
Modification: Section 00300 Bid Form: the bid due date and time
has been modified to read as follows: "Date: March 28, 2013,
Time: 10:OOa.m."
2
Project Manual
Addition: Section 1.2F of page 4 of 24 references "the prevailing
wage rate requirements described in the Agreement" . The rates
have been added as part of Section 1.2 (see attached).
3
Project Manual
Modification: Section 08710- Door Hardware has been re- issued
(see attached).
4
Project Manual
Clarification: The project is not located in the floodplain; flood
insurance coverage is not required.
5
Project Manual
Clarification: Section 3.2E of page 15 of 24 states: "Submit a total
of one (1) original, so labeled, one electronic copy and three (3)
copies of the entire Response. An original signature must
appear on the original Response." (The Invitation to Bid had
previously indicated that 1 original and 6 copies were to be
provided.) Section 3.2E of page 15 of 24 governs the number of
copies required.
6
Construction
Addition: Detail 9, Sheet 1-5: a detail for the field light pole bases
Documents
has been added to Sheet L5 (see attached).
7
Construction
Clarification: Sheet 01.1 erroneously shows the proposed silt
Documents
fence going through two existing fields and over the existing rest
room concession buildin�for biddingpurposes, contractor is to
End of Addendum No. 1
provide 2,050 linear feet of silt fence for the duration of the
project.
8
Construction
Clarification: Sheet A2.1: There is no insulation at the roof of the
Documents
new storage building.
9
Construction
Modification: Sheet A2.1: the door finish schedule for the storage
Documents
building has been modified (see attached).
10
Construction
Modification: Sheet SE3: Note 1 on "Scoreboard Detail (Typical)"
Documents
has been modified to read as follows: "Scoreboard, mounts and
posts to be purchased and installed by Owner. Contractor is
responsible for providing conduit to the scoreboard. Purchasing
and pulling the control wire from the scoreboard to the backstop
will be the responsibility of the Owner."
11
Construction
Deletion: Sheet SE3: Note 2 on "Scoreboard Detail (Typical)" has
Documents
been deleted.
12
Construction
Modification: Sheet L3, Detail 1 Layout Scheme for Field #2: the
Documents
dugout dimension has been modified to read 10'x 30' to match
details 1, 2 and 3 on sheet L7.
13
Construction
Modification: Sheet 1-9: the "Size and Description" of the turf
Documents
material has been modified to read as follows: "Hydroseed —
Refer to Specifications ".
14
Project Manual
Deletion: Section 02929 Sprigging has been deleted.
15
Project Manual
Addition: Section 02930 Hydraulic Seeding has been added (see
attached).
End of Addendum No. 1
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General Decision Number: TX120061 01/06/2012 TX61
Superseded General Decision Number: TX20100071
State: Texas
Construction Type: Building
Counties: Atascosa, Comal, Goliad, Guadalupe, Victoria and
Wilson Counties in Texas.
BUILDING CONSTRUCTION PROJECTS (does not include residential
construction consisting of single family homes and apartments
up to and including 4 stories)
Modification Number Publication Date
0 01/06/2012
* SUTX1992 -007 05/14/1992
Rates Fringes
Air Conditioning Mechanic ........$ 8.50
BRICKLAYER .......................$ 10.18
CARPENTER ........................$ 8.11
CEMENT MASON /CONCRETE FINISHER ... $ 9.00
ELECTRICIAN ......................$ 8.50
FLOOR LAYER: CARPET (SOFT)
FLOOR ............................$ 7.40
GLAZIER ..........................$ 8.50
Insulator ........................$ 7.25
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IRONWORKER .......................$ 7.29
LABORER ..........................$ 7.25
PAINTER ............ .............$ 7.25
PLASTERER ........................$ 11.00
Plumbers and Pipefitters ......... $ 8.22
Power equipment operators:
Backhoe ........ ...........$ 7.58
Cherry Picker Crane ......... $ 9.00
Roofers:
Kettlemen ...................$ 7.53
Roofers .....................$ 9.09
Waterproofers ...............$ 7.25
Sheet metal worker ...............$ 10.94
TRUCK DRIVER .....................$ 7.25
--------------- ------------------------------------------------
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
---------------------------------------------------------- - - - - --
0
The body of each wage determination lists the classification
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and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of "identifiers" that indicate whether the particular
rate is union or non - union.
Union Identifiers
An identifier enclosed in dotted lines beginning with
characters other than "SU" denotes that the union
classification and rate have found to be prevailing for that
classification. Example: PLUM0198 -005 07/01/2011. The
first four letters , PLUM, indicate the international union and
the four -digit number, 0198, that follows indicates the local
union number or district council number where applicable ,
i.e., Plumbers Local 0198. The next number, 005 in the
example, is an internal number used in processing the wage
determination. The date, 07/01/2011, following these
characters is the effective date of the most current
negotiated rate /collective bargaining agreement which would be
July 1, 2011 in the above example.
Union prevailing wage rates will be updated to reflect any
changes in the collective bargaining agreements governing the
rate.
Non -Union Identifiers
Classifications listed under an "SU" identifier were derived
from survey data by computing average rates and are not union
rates; however, the data used in computing these rates may
include both union and non -union data. Example: SULA2004 -007
5/13/2010. SU indicates the rates are not union rates, LA
indicates the State of Louisiana; 2004 is the year of the
survey; and 007 is an internal number used in producing the
wage determination. A 1993 or later date, 5/13/2010, indicates
the classifications and rates under that identifier were issued
as a General Wage Determination on that date.
Survey wage rates will remain in effect and will not change
until a new survey is conducted.
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WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis -Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
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payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to;
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
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N 08710 - DOOR HARDWARE
PART1 GENERAL
1.1 SECTION INCLUDES
A. Hardware for steel doors.
B. Thresholds
C. Weatherstripping, seals and door gaskets.
1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION
A. Section 08111 - Standard Steel Doors: Furnish templates for door preparation.
B. Section 08112 - Standard Steel Frames: Furnish templates for frame preparation.
1.3 RELATED SECTIONS
A. None
1.4 REFERENCES
A. ADAAG - Americans with Disabilities Act Architectural Guidelines.
B. TAS - Texas Accessibility Standards.
1.5 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Cut Sheets: Illustrate each type of hardware proposed for use.
C. Shop Drawings: Indicate locations and mounting heights of each type of hardware, and finishes.
D. Submit manufacturer's parts lists and templates.
E. Hardware Schedule: Develop schedule under direction of a American Hardware Consultant
(AHC). Schedule hardware for each door in conformance with all applicable codes, ordinances,
laws, standards and regulations.
F. Samples: Submit 1 sample of each type of hardware, illustrating style, color, and finish. Samples
will be returned to the supplier.
G. Manufacturer's Installation Instructions: Indicate special procedures and perimeter conditions
requiring special attention.
1.6 PROJECT RECORD DOCUMENTS
A. Record actual locations of installed cylinders and locksets and their master key code.
1.7 OPERATION AND MAINTENANCE DATA
A. Maintenance Data: Include data on operating hardware, lubrication requirements, and inspection
procedures related to preventative maintenance.
SCHERTZ BASEBALLCOMPLEX / PG &A 11151 / 03/20113
SECTION 08710 - DOOR HARDWARE 2
1.8 QUALITY ASSURANCE
A. Perform work in accordance with the following requirements:
1. NFPA 101.
2. NFPA 80.
3. NFPA 252.
1.9 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the Products specified in this section with
minimum ten years documented experience.
B. Hardware Supplier: Company specializing in supplying commercial door hardware with five years
documented experience and approved by manufacturer, and employing an AHC with current
certification (registration) continuously for the past five years.
1.10 REGULATORY REQUIREMENTS
A. Conform to applicable code for requirements applicable to fire rated doors and frames.
B. Install and adjust hardware in conformance with the requirements of ADAAG and TAS. Where
provisions conflict, consult Architect /Engineer.
1.11 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, protect and handle products to site under provisions of Section 01600.
B. Package hardware items individually; label and identify each package with door opening code to
match hardware schedule.
C. Deliver keys to Owner by security shipment direct from hardware supplier.
1.12 COORDINATION
A. Coordinate the work with other directly affected sections involving manufacture or fabrication of
internal reinforcement for door hardware.
1.13 WARRANTY
A. Provide five year written warranty under provisions of Section 01700.
B. Warranty: Include coverage for door closers, panic devices, and locksets which fail to function
properly during warranty period. Include costs for replacement including labor and materials.
1.14 MAINTENANCE MATERIALS AND SCHEDULE
A. Provide maintenance materials under provisions of 01700.
B. Provide special wrenches and tools applicable to each different or special hardware component.
C. Provide maintenance tools and accessories supplied by hardware component manufacturer.
D. Provide maintenance schedule listing
1. Type of recommended field service
2. Frequency of field servicing
PART PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS
A. Hinges
1. Type a: Ives 5BBI 4 1/2x 4 1/2 NRP -626
B. Closers:
1. Type a: LCN 4040 XP AL
C. Cylinder: Schlage type and size to fit device - 626
D. Lockset:
1. Type a: Schlage L9080R 06A C123 KEYWAY 626 (S).
E. Push Plate: Ives 8200 8'X16" US32D.
F. Pull Plate: Ives 8305 -0 6 "x16" US 32D
G. Kickplate: Ives 8400 10'X34" US32D.
H. Weatherstripping: Pemko 303Av 1x42" 2x84" TKSPB.
SCHERTZ BASEBALLCOMPLEX / PG &A 11151 / 03/20/13
SECTION 08710 - DOOR HARDWARE 3
I. Threshold: Pemko 2005AV 42" ES10L.
J. Door Bottom: Pemko 315 CN 42" TKSP8
K. Door Silencer: Ives SR64.
L. Overhead door Holder: Glynn Johnson 455F, 626
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify site conditions under provisions of Section 01400.
B. Verify that doors and frames are ready to receive work and dimensions areas indicated on shop
drawings, instructed by the manufacturer.
3.2 INSTALLATION
A. Install hardware in accordance with manufacturer's instructions.
B. Use templates provided by hardware item manufacturer.
C. Mounting heights for hardware from finished floor to center line of hardware item:
1. Locksets: 40 inch to centerline of spindle
2. Push /Pulls: 42 inch.
3. Dead Locks: 28 inch to centerline of cylinder.
3.3 FIELD QUALITY CONTROL
A. Architectural Hardware Consultant to inspect installation and certify that hardware and installation
has been furnished and installed in accordance with manufacturer's instructions and as specified.
3.4 ADJUSTING
A. Adjust work under provisions of Section 01700.
B. Adjust hardware for smooth operation and conformance with the requirements of ADAAG and
TAS.
C. All exterior doors with closers to be adjusted to have an opening force of 8.5 Ib.f. max.
3.5 PROTECTION OF FINISHED WORK
A. Protect finished Work under provisions of Section 01500.
B. Do not permit adjacent work to damage hardware or finish.
3.6 HARDWARE SCHEDULE
A. D100,D101,D102,D103
1.Hardware by manufacture
B. D104,
1. Closer (1)
2. Kickplate (1)
3. Weatherstrip (1)
4. Door Bottom (1)
5. Threshold (1)
6. Hinges (3)
7. Lockset (1) (S)
8. Overhead Door Holder (1)
END OF SECTION
SCHERTZ BASEBALLCOMPLEX / PG &A 11151 / 03120/13
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SECTION 02930
W'1�77gJS[�I•y��7I�[5
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Provide all material and labor to install and maintain for the guarantee period all areas to be
seeded and hydromulched.
1.2 RELATED SECTIONS
A. Section 02810- Landscape Irrigation
B. Section 02923- Landscape Grading
C. Section 02950- Trees, Shrubs and Ground Cover
1.3 UNIT PRICE- MEASUREMENT AND PAYMENT
A. Seeded Areas -By the square foot. Includes placing topsoil, fine grading, seeding, water and
maintenance to specified time limit.
iRsli73�I�IY�CPF�
A. The Contractor will be required to establish a stand of turf grass and native grass prior to
acceptance of the job. A uniform stand of grass shall be defined as a total coverage of the
planting soil by the specified grass or wildflower species to the satisfaction of the Owner. The
Contractor is responsible for all watering, weeding, and replanting during the time which is
necessary to establish a uniform stand of grass.
1.5 SUBMITTALS
A. Test Reports: Results of seed purity and germination tests.
B. Certificates: Manufacturer's certification that seed and mulch meet specification requirements.
C. File all results and certificates with the Owner prior to the final acceptance.
D. Maintenance Instructions: Submit to the Owner prior to the final acceptance.
E. Test Reports: Submit certification of fertilizer analysis.
1.6 QUALITY ASSURANCE
A. Reference Standards:
Official Method of Analysis of the Association of Official Analytical Chemists.
B. Source Quality Control: Producer's test for purity and germination of seed, dated within nine
months of sowing and submit to Owner.
02930 -1 002 -04
1.7 JOB CONDITIONS
A. Environmental Requirements:
1. Do not seed when excessively wet or dry.
2. Do not perform seeding or hydromulching when wind exceeds 15 mph.
B. Protection: Restrict foot and vehicular traffic from seeded areas after hydromulching until final
inspection and acceptance.
1.8 GUARANTEE AND MAINTENANCE
A. Provisional Acceptance: Planting shall be approved as being in accordance with specifications
upon completion of the installation.
B. Guarantee Period: A stand of grass within 45 days after substantial completion shall be
guaranteed.
C. Maintenance Period:
1. Maintain new seeding until entire project is accepted by the Owner.
2. Reseed during this period as required to meet minimum standards at no additional
expense to the Owner.
3. Repair damage to other plants or lawns during maintenance period at no additional
expense to the Owner.
4. Maintenance shall consist of but not be limited to:
a. Weeding
b. Watering
C. Mowing and edging
d. Spraying
e. Fertilizing
f. Temporary Erosion Control & Erosion Repair
02930 -2 002 -04
D. Final Acceptance will be provided by the Owner only upon completion of the entire project and the
establishment of a stand of grass as defined herein.
1.9 RESTORATION
The Contractor shall be responsible for repairing any damage done to any existing site
improvements caused by the Contractor, at no additional expense to the Owner.
PART 2- PRODUCTS
2.01 MATERIALS
A. Turf Areas
1. Seed (April 15 until September 15)
a. Species: 100% Hulled Common Bermuda Grass (Cynodon dactylon) of 98% purity.
b. Percent of Live Seed: 85%
c. Clean, dry, new crop seed.
d. Free of all weeds.
2. Temporary Turf - Seed (September 15 until March 15)
a. Species: -100% Rye Grass (Lolium mulliflorum) of 85% purity
C. Fertilizer (For Turf Grass Areas Only)
1. Uniform composition.
2. Pelletized.
3. Containing following minimum percentage of plant food by weight:
a. Nitrogen: 15% or 16%
b. Phosphoric Acid: 4% or 5%
C. Potash: 8% or 10%
4. The fertilizer shall be delivered to the site in bags or other convenient containers, each
fully labeled, conforming to the applicable state fertilizer laws, and bearing the name, trade
name or trademark, and warranty of the producer.
D. Mulch with Tackifier
1. Maximum Moisture Content ...................10%+3%
2. Virgin Wood Fiber Content ..................92.2% ± 0.5% O.D. Basis
3. Tackifier Content ..........................3% + 0.5% O.D. Basis
4. Ash Content ..... ...........................0.8% + 0.2% O.D. Basis
1. PH ............. ............................4.8+0.5
02930 -3 002 -04
2. Minimum Water Holding Capacity (grams of water per 100 grams of
fiber) ....................... .............. 1,000
3. Wood fiber shall be dyed green with a biodegradable dye that does not inhibit plant growth.
4. Wood fiber SHALL NOT be produced from recycled material such as sawdust, paper,
cardboard, or residue from pulp and paper plants.
5. Wood fiber mulch shall be packaged in units not exceed 100 lbs. The package shall
contain current labels, the manufacturer's name and the net weight.
E. Water: Potable, available on -site. Contractor shall furnish temporary hoses and connections as
required.
PART 3- EXECUTION
3.01 INSPECTION
A. Contractor shall check that preceding work affecting ground surface is completed
B. Contractor shall verify that soil is within allowable range of moisture content.
C. Contractor shall see that the soil is free of weeds and foreign material immediately before
seeding. Remove rocks and stones which are larger than 2 inches in diameter and remove
from the site.
D. Contractor shall not start work until conditions are satisfactory. To begin work indicates
acceptance of conditions.
3.02 PREPARATION
A. All areas to be seeded are to be bladed and graded smooth. All clods shall be removed or
incorporated into existing soil and all debris shall be disposed of off the site.
B. Soil should be watered to a minimum depth of 4 inches at least 48 hours prior to seeding.
3.03 APPLICATION ( Hydromulch Seed Only)
A. Apply hydromulch material with an approved spray applicator equipment suitable for the seed,
mulch and stabilizer specified.
B. Apply materials at the following rates or as approved by the Owner.
1. Mulch with Tackifier 1,600 pounds per acre (36.75 Ibs /1000 so.
2. Fertilizer: 523 pounds per acre (12.0 Ibs /1000 so.
3. Hulled Common Bermuda Grass, 87 pounds per acre (2 Ibs /1000 so.
4. Temporary Turf, 200 pounds per acre (4.5 Ibs /1000sf).
C. Water all hydromulched areas to a minimum depth of 4 inches.
3.04 PROTECTION
02930 -4 002 -04
Immediately after seeding and hydromulching, erect barricades and warning signs as required to
protect seeded areas from traffic until grass is established.
3.05 SEED ESTABLISHMENT
A. Watering
Keep soil moist during seed germination period.
2. Supplement rainfall as required until a stand of grass is established.
B. Mowing (Turf Areas)
1. When grass reaches 4 inches in height, mow to 2 to 2 -1/2 inches in height.
2. Do not out off more than 40% of grass leaf in single mowing.
3. Mow using 2 mulching blades, leaving no unsightly piles of grass clippings.
C. Reseed all bare spots not having a uniform stand of grass at no additional expense to the
Owner.
D. The Contractor will be required to establish a stand of grass prior to acceptance of the job. A
uniform stand of grass shall be defined as a total coverage of the planting soil by the specified
turfgrass to the satisfaction of the Owner. The Contractor is responsible for all watering,
weeding, weekly mowing and replanting during the time which is necessary to establish a
uniform stand of grass.
A. Remove trash and excess materials from project site.
B. Maintain paved areas in clean condition.
C. Remove barriers and signs from site at termination of establishment period.
END OF SECTION 02930
02930 -5 002 -04