ORDER NO. 31780
			  	CONTRACT WITH SOUTHWEST FABRICATORS FOR CONSTRUCTION OF HILL
					    	COUNTRY YOUTH EXHIBIT CENTER RODEO ARENA
			  	Came to be heard this the 28th day of June, 2010, with a motion made by Commissioner
			  	Letz, seconded by Commissioner Baldwin, the Court unanimously approved by a vote of
			  	4 -0 -0 to:
			  	Approve  Contract  with  Southwest  Fabricators  for  construction  of Hill  Country  Youth
			  	Exhibit Center Rodeo Arena, and authorize County Judge to sign same.
	  	1•�
															  	3r 1�
					 	COMMISSIONERS'  COURT AGENDA REQUEST
			 	PLEASE FURNISH ONE ORIGINAL AND TEN COPIES OF THIS REQUEST AND DOCUMENTS
							    	TO BE REVIEWED BY THE COURT.
	   	MADE BY: Rob Henneke / Bruce Oehler				  	Office: County Attorney
	   	MEETING DATE: June 28, 2010			  	TIME PREFERRED: N/A
	   	SUBJECT: (Please Be  Specific) Consider, discuss, and take appropriate action to authorize
	   	County Judge to execute contract with Southwest Fabricators for construction of Hill Cojuntry
	   	Youth Exhibit Center Rodeo Arena.
	  	EXECUTIVE SESSION REQUES 1'ED:  (PLEASE STATE REASON):
	  	NAME OF PERSON ADDRESSING COURT:					    	Bruce Oehler
	  	ESTIMATED LENGTH OF' PRESENTATION:				  	10 min.
	  	IF PERSONNEL MATTER - NAME OF EMPLOYEE
		   	Time for submitting this request for Court to assure that the matter is posted in accordance with Title 5,
		   	Chapter 551  and 552, Government Code, is as follows:
		   	Meeting schedule for Mondays: 5:00 P.M. previous Tuesday
	  	THIS REQUEST RECEIVED BY:
	  	THIS REQUEST RECEIVED ON:								 	@
	 	All Agenda Requests will be screened by the County Judge's Office to determine if adequate information has
	 	been prepared for the Court's formal consideration and action at time of Court Meetings.  Your cooperation
	 	will be appreciated and contribute towards your request being addressed at the earliest opportunity.  See'',
	 	Agenda Request Rules Adopted by Commissioners' Court, Court Order No. 25722.
	 	Make sure any and all back up material is attached to this form.
																	    	Page l  of l
	     	Jody Grinstead
			From:	  	Robert Henneke [rhenneke @co.kerr.tx.us]
			Sent:	   	Friday, June 18, 2010 10:22 AM
			To:	     	'Jody Grinstead'
			Cc:	     	boehler @co.kerr.tx.us; peter @pwlarchitect.com
	     	Subject:		agenda item
	     	Attachments: Agenda Request 06 -18 -10 - HCYEC Rodeo Arena.doc
	   	Jody,
	   	Would you please put the attached on the next agenda?
	   	Peter Lewis will have the original contract executed by the Contractor, which I'm asking that he deliver to you once he's
	   	had it signed by Southwest Fabricators.
	   	Thank you,
	   	Rob Henneke
	   	+ + + + + + + + + + + + + + + + + ++
	   	Robert Henneke
	   	Kerr County Attorney
	   	700 Main Street, Suite BA103
	   	Kerrville, TX 78028
	   	(830) 792 -2220 - phone
	   	(830) 792 -2228 - fax
	   	rhenneke@c,o.kerr.tx.us
	   	http://www.co.kerntx.us/attorney/
	  	06/18/2010
																			•
								     	AIA Document A105
				     	Standard  Form  of  Agreement				    	•
				   	Between  Owner  and  Contractor
						     	for  a  Small   	Project
						 	where the Basis of Payment is a JIIPULATED SUM
							     	1993 SMALL PROJECTS EDITION
			   	Because this document has important legal consequences, we encourage you to consult with an
			   	attorney before signing it Some states mandate a cancellation period or require other specific
				disclosures, including warnings for home improvement contracts, when a document such as this will
		     	be used for Work on the Owner's personal residence. Your attorney should insert all language required
			 	by state or local law to be included in this Agreement. Such statements may be entered in the space
						provided below, or if required by law, above the signatures of the parties.
																			•
																			•
																			•
	     	This AGREEMENT is made:
	     	mate)		     	jt
					 	(Q`  /0-020/0
			BETWEEN the Owner:
			 	Coan -ki    	b oo   	f   	of    	kd-r   	eoun+z.�   	%e     	5
																			•
	     	and the Contractor:
			   	500- h(A)     	F6 b rc •  ca
	     	for the following Project:
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	     	The Architect is:
														   	n
			   	Pe4-er    	Le										 	Qe  S
						  	Len)   	5    	G rc_i  L
	     	The Owner and Contractor agree as follows.
	     	®Copyright 1993 by The American Institute of Architects, 1735 New York Avenue, N. W.. Washington. D.C. 20006 -5292. Reproduction of the material herein
	     	or substantial quotation of its provisions without the written permission of the AIA violaes the copyright laws of the United States and will subject the viol6tor to
	     	legal prosecution.
																			1
		     	AIA DOCUMENT A105 • OWNER - CONTRACTOR AGREEMENT —SMALL PROJECTS
		     	EDITION • AIA  • ©1993 • THE .AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK
	     	mg jai
																			•
		     	AVENUE. N W'., WASHINGTON, D.C. 20006 -5292 • WARNING: Unlicensed photocopying
																	Al 05 -1993   	1
		     	violates U.S. copyright laws and will subject the violator to legal prosecution.
																			•
									     	ARTICLE 1
								  	THE CONTRACT DOCUMENTS
		 	The Contractor shall complete the Work described in the Contract Documents for the project. The Contract Documents corisist of:
		     	.1  this Agreement signed by the Owner and Contractor;
		     	.2  AIA Document A205, General Conditions of the Contract for Construction of a Small Project, current edition;
		     	.3  the Drawings and Specifications prepared by the Architect, dated
			 	and enumerated as follows:
			 	Drawings:
					0   	t oo te,		   	4  -to		 	A1.   	0
				 	c   	o  -   	100		   	4 -Il9 - I  C)			14  .02  ,0
				 	o 2o   	_    	ioo		   	y,-			     	Pt  3
			 	Specifications:
					    	4-I  lc
		    	.4  addenda prepared by the Architect as follows:
					addiveaCLUM	  	1				— 3© — l ®
				 	a cid  en clum				     	(o    	I  o
		    	.5  written change orders or orders for minor changes in the Work issued after execution of this Agreement; and
		    	.6  other documents, if any, identified as follows:
																			•
																			•
																			•
																			•
																			•
																			•
																			•
																			•
																			•
		 	AIA DOCUMENT A105 • OWNER- CONTRACTOR AGREEMENT —SMALL PROJECTS
			EDITION • AIA° • ©1993 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK
		 	AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying
		 	violates U.S. copyright laws and will subject the violator to legal prosecution.					    	A105--1993   	2
									    	ARTICLE 2
																			•
					   	DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION DATE
																			•
																				   	•
			The date of commencement shall be the date of this Agreement unless otherwise indicated below. The Contractor shall substantially
			complete the Work not later than
			subject to adjustment by Change Order.			    	� Q
			(Insert the date or number of calendar days after the date of commencement.)
									    	ARTICLE 3
																				   	•
									 	CONTRACT SUM
			3.1  Subject to additions and deductions by Change Order, the Contract Sum is:
				     	■
			3.2  For purposes of payment, the Contract Sum includes the following values related to portions of the Work:
			    	Portion of Work								    	Value
																			•
																			•
																			•
			3.3  The Contract Sum shall include all items and services necessary for the proper execution and completion of the Work.
			AIA DOCUMENT A105 • OWNER- CONTRACTOR AGREEMENT— SMALL PROJECTS
			EDITION • AtA° • ®1993 • THE AMERICAN LNSTITUTE OF ARCHITECTS. 1735 NEW YORK
			AVENUE, NW., WASHINGTON, D.C. 20006 -5292 • WARNING: Unlicensed photocopying
			violates U.S. copyright laws and will subject the violator to legal prosecution.					    	A105 -1993    	3
									    	ARTICLE 4
									    	PAYMENT
			4.1  Based on Contractor's Applications for Payment certified by the Architect, the Owner shall pay the Contractor as follows:		    	•
			(Here insen payment procedures and provisions for retainage, if any.)
				  	50  coo  ,  e°    	when   	an   	p0513  a  3ef   	and  fop  rQi1ed
				   	and    	founecanon    	for   	announcer		    	pared.
				  	&a1a-nce.    	upon    	ezrn  pietion				     	•
			4.2  Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at the rate of
								    	or in the absence thereof, at the legal rate prevailing at the place of the Itoject.
			((Witty laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Owner's and Con-
			tractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision -)
																			I		   	i
									   	ARTICLE 5								•
																			•
									   	INSURANCE
			5.1  The Contractor shall provide Contractor's Liability and other Insurance as follows:					 	IC I
			(insert specific insurance required by the Owner)
											L   	baa / / /tlC
				 	500  COcO•     	y /er CL
																			•
																			•
			5.2  The Owner shall provide Owner's Liability and Owner's Property Insurance as follows:
			(Insert specific insurance furnished by the Owner)
																			•
																			•
	     	5.3  The Contractor shall obtain an endorsement to its general liability insurance policy to cover the Contractor's obligations under
	     	Paragraph 3.12 of ALA Document A205, General Conditions of the Contract for Construction of Small Projects.
	     	5.4  Certificates of insurance shall be provided by each party showing their respective coverages prior to commencement of
	     	the Work.
	     	AIA DOCUMENT A105 • OWNER - CONTRACTOR AGREEMENT— SMALL PROJECTS
	     	EDITION • ALA* • ©1993 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK
	     	AVENUE, NW., WASHINGTON, D.C. 20006 -5292 • WARNING: Unlicensed photocopying
	     	violates U.S. copyright laws and will subject the violator to legal prosecution.					    	A105 -1993   	4
																				   	•
																				   	•
									    	ARTICLE 6
									OTHER TERMS AND CONDITIONS							     	•
			(insert any other terms or conditions below.)  /					   	/   	//
		 	I     	7 arn1	 	- A en     	! s    	S v     	e  tf   	7  !�U d   	e -fe    	r   	vets
		 	t.    	711-   	/ 5   	5 Qk   	CCy    	I   	b u d   	c
														- 7Cd  �wh js.
			 	� n   	744 e   	-tve�   	- 7 -qs    	&		of   	6 Gt,c(9
			 	!f  1 5   	lit  of '   	c/e c fil   	4.   	de reach  p7a   	contria
			3.    	in de     	VAGO�u    	!    	Only   	7
		     	a-fir'Wed   	6 y   	Texc45  !    	pv
			This Agreement entered into as of the day and year first written above.
			(If required by law, insert cancellation period, disclosures or other warning statements above the signatures.)
												  	•
			OWNER							     	CONTRA   	± r
							   	k"							  	4 I
										   	<	     	I
																			1
			(Signature)						 	_	  	(Signature)
			Pat   	Tinley,  Kerr  County  Judge			   	c ha n n n     	ul )� I ��
			(Printed name, title and address)						(Printed name, title and address)    	))
			700  Main  Street						     	a« )0P.r
			Kerrville,  TX  78028.					     	R     	/by   	C )(0 Y
										     	J u. n&t o n     	V   	76-0 P �
										    	LICENSE NO.
										    	JURISDICTION
																			•
			  	CAUTION:  You  should  sign  an  original  AIA  document which  has  this caution  printed  in red.
			AIA
			  	An original assures that changes will not be obscured as may occur when documents are reproduced.
			  	See Instruction Sheet for Limited License for Reproduction of this document.
																			•
			AIA DOCUMENT 4105 • OWNER- CONTRACTOR AGREEMENT —SMALL PROJECTS							 	•
			EDITION • AL9® • C1993 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK
			AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying
			violates U.S. copyright laws and will subject the violator to legal prosecution.					    	A105 -1998   	5
								     	ALA Document A205
			     	General  Conditions  of  the  Contract
			     	for  Construction  of  a  Small   	Project
							    	1993 SMALL PROJECTS EDITION
																			•
					 	ARTICLE 1				 	2.2    	OWNER'S RIGHT TO STOP THE WORK		•
				  	GENERAL PROVISIONS			 	If the Contractor fails to correct Work which is not inaccor-
										     	dance with the Contract Documents, the Owner may:direct
			1.1    	THE CONTRACT					    	the Contractor in writing to stop the Work until the correction
										     	is made.
			The Contract represents the entire and integrated agreement
			between the parties and supersedes prior negotiations, repre-     	2.3    	OWNER'S RIGHT TO CARRY OUT THE WORK.
			sentations or agreements, either written or oral. The Contract
			may be amended or modified only by a written modification.	 	If the Contractor defaults or neglects to carry out the Work in
										    	accordance with the Contract Documents and fails within a
			1.2    	THE WORK						  	seven day period after receipt of written notice from the
										    	Owner to correct such default or neglect with diligence and
			The term "Work" means the construction and services required
										    	promptness, the Owner may, without prejudice to other reme-
			by the Contract Documents, and includes all other labor, mate-     	dies, correct such deficiencies. In such case, a Change :Order
			vials, equipment and services provided by the Contractor to ful-     	shall be issued deducting the cost of correction from pay -
			fill the Contractor's obligations.						ments due the Contractor.
			1.3    	INTENT						     	2.4    	OWNER'S RIGHT TO PERFORM CONSTRUCTION
			The intent of the Contract Documents is to include all items	     	AND TO AWARD SEPARATE CONTRACTS   	•
			necessary for the proper execution and completion of the     	2 . 4 . 1  The Owner reserves the right to perform construction or
			Work by the Contractor. The Contract Documents are comple-
			mentary, and what is required by one shall be as binding as if     	operations related to the project with the Owner's own forces,
			required by all.								and to award separate contracts in connection with oth por-
										    	tions of the project.
			1.4    	OWNERSHIP AND USE OF ARCHITECT'S		  	2.4.2  The Contractor shall coordinate and cooperate with
				DRAWINGS, SPECIFICATIONS			     	separate contractors employed by the Owner.
				AND OTHER DOCUMENTS
			Documents prepared by the Architect are instruments of the     	2.4.3  Costs caused by delays or by improperly timed activities
			Architect's service for use solely with respect to this project.     	or defective construction shall be borne by the parry respon-
			The Architect shall retain all common law, statutory and other     	Bible therefor.
			reserved rights, including the copyright. They are not to be
			used by the Contractor or any Subcontractor, Sub- subcontrac-
			tor or material or equipment supplier for other projects or for				 	ARTICLE 3
			additions to this project outside the scope of the Work with-
			out the specific written consent of the Owner and Architect.				 	CONTRACTOR		  	•
										    	3.1    	EXECUTION OF THE CONTRACT
					 	ARTICLE 2				 	Execution of the Contract by the Contractor is a representa-
										    	tion that the Contractor has visited the site, become familiar
					  	OWNER				  	with local conditions under which the Work is to be per-
										    	formed and correlated personal observations with require -
			2.1     	INFORMATION AND SERVICES			    	ments of the Contract Documents.
				REQUIRED OF THE OWNER											  	•
			2.1.1  If requested by the Contractor, the Owner shall furnish     	3.2    	REVIEW OF CONTRACT DOCUMENTS AND
			and pay for a survey and a legal description of the site.				FIELD CONDITIONS BY CONTRACTOR
										    	The Contractor shall carefully study and compare the Contract
			2.1.2  Except for permits and fees which are the responsibility     	Documents with each other and with information furnished by
			of the Contractor under the Contract Documents, the Owner     	the Owner. Before commencing activities, the Contractor
			shall obtain and pay for other necessary approvals, easements,     	shalt: (1) take field measurements and verify field conditions;
			assessments and charges.					    	(2) carefully compare this and other information known to
			®Copyright 1993 by The American Institute of Architects, 1735 New York Avenue, N.W., Washington, D.C. 20006 -5292. Reproduction of the materiali herein
			or substantial quotation of its provisions without the written permission of the AIA violates the copyright laws of the United States and will subject the violator to
			legal prosecution.
			AIA DOCUMENT A205 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION —
			SMALL PROJECTS EDITION • AIM • ©1993 • THE. AMERICAN INSTITUTE OE ARCHITECTS, 1735 NEW
			YORK AVENUE, N.W., WASHINGTON, D.C. 21036 -5292 • WARNING: Unlicensed photocopying
			violates U.S. copyright laws and will subject the violator to legal prosecution.				    	A205 - 1993   	1
																			•
																			•
																			•
		 	the Contractor with  the Contract Documents;  and  (3)     	3.9    	USE OF SITE
		 	promptly report errors, inconsistencies or omissions discov-
		 	ered to the Architect.						 	The Contractor shall confine operations at the site GO areas
												permitted by law, ordinances, permits, the Contract Docu-
		 	3.3    	SUPERVISION AND CONSTRUCTION PROCEDURES		ments and the Owner.
																			•
		 	3.3.1  The Contractor shall supervise and direct the Work,     	3.10   	CUTTING AND PATCHING
		 	using the Contractor's best skill and attention. The Contractor
		 	shall be solely responsible for and have control over construe-     	The Contractor shall be responsible for cutting, fitting or
		 	tion means, methods, techniques, sequences and procedures,
										     	patching required to complete the Work or to make its parts
		 	and for coordinating all portions of the Work.			 	fit together properly.
		 	3.3.2  The Contractor, as soon as practicable after award of the     	3.11    	CLEANING UP
		 	Contract, shall furnish in writing to the Owner through the     	The Contractor shall keep the premises and surrounding area
			Architect the names of subcontractors or suppliers for each     	free from accumulation of debris and trash related to the Work.
			portion of the Work. The Architect will promptly reply to the
			Contractor in writing if the Owner or the Architect, after due     	3.12   	INDEMNIFICATION
			investigation, has reasonable objection to the subcontractors     	To the fullest extern permitted by law, the Contractgr shall     	•
			or suppliers listed.						   	indemnify and hold harmless the Owner, Architect, Architect's
			3.4    	LABOR AND MATERIALS				   	consultants and agents and employees of any of then) from
										     	and against claims, damages, losses and expenses, including
			3.4.1  Unless otherwise provided in the Contract Documents,     	but not limited to attorneys' fees, arising out of or resulting
			the Contractor shall  provide and pay for labor, materials,     	from performance of the Work, provided that such claim, dam -
			equipment, tools, utilities, transportation, and other facilities     	age, loss or expense is attributable to bodily injury, sickness,
			and services necessary for proper execution and completion of     	disease or death, or to injury to or destruction of tangible
			the Work.							    	property (other than the Work itself) including loss !of use
										     	resulting therefrom, but only to the extent caused in whole or
			3.4.2  The Contractor shall deliver,  handle, store and install     	in part by negligent acts or omissions of the Contractor,' a Sub -
			materials in accordance with manufacturers' instructions.	    	contractor, anyone directly or indirectly employed by them or
										     	anyone for whose acts they may be liable,  regardl',ess of
			3.5    	WARRANTY						 	whether or not such claim, damage, loss or expense is Caused
										     	in part by a party indemnified hereunder.
			The Contractor warrants to the Owner and Architect that:
			(1) materials and equipment furnished under the Contract will
			be new and of good quality unless otherwise required or per-				 	ARTICLE 4
			mitted by the Contract Documents;  (2) the Work will be free
			from defects not inherent in the quality required or permitted;		ARCHITECT'S ADMINISTRATION OF THE CONTRACT
			and (3) the Work will conform to the requirements of the Con-
			tract Documents.						    	4.1  The Architect will provide administration of the Ccntract
										    	as described in the Contract Documents. The Arrhite_t will
			3.6    	TAXES								have authority to act on behalf of the Owner only to the extent
			The Contractor shall pay sales, consumer, use and similar taxes     	provided in the Contract Documents.
																			•
			that are legally required when the Contract is executed.	     	4.2  The Architect will visit the site at intervals appropriate to
										    	the stage of construction to become generally familiar wlrn the
			3.7    	PERMITS, FEES AND NOTICES			    	progress and quality of the Work.
			3.7.1  The Contractor shall obtain and pay for the building     	4.3  The Architect will not have control over or charge pf and
			permit and other permits and governmental fees, licenses and     	will not be responsible for construction means, methods; tech -
			inspections necessary for proper execution and completion of     	niques, sequences or procedures, or for safety precautions and
			the Work.							    	programs in connection with the Work, since these are solely
																				   	•
			3.7.2  The Contractor shall comply with and give notices		the Contractor's responsibility.  The Architect will  not be	     	•
			required by agencies having jurisdiction over the Work. If the     	responsible for the Contractor's failure to carry out the Work
			Contractor performs Work knowing				 	in accordance with the Contract Documents,
			  	P				g it to be contrary to laws,
			statutes, ordinances, building codes, and rules and regulations     	4.4  Based on the Architect's observations and evaluations of
			without notice to the Architect and Owner, the Contractor     	the Contractor's Applications for Payment, the Architect will
			shall assume full responsibility for such Work and shall bear     	review and certify the amounts due the Contractor.
			the attributable costs. The Contractor shall promptly notify
			the Architect in writing of any known inconsistencies in     	4.5  The Architect will have authority to reject Work that does
			the Contract Documents with such governmental laws, rules     	not conform to the Contract Documents.
																			•
			and regulations.
										    	4.6  The Architect will promptly review and approve of take
	     	3.8    	SUBMITTALS							appropriate action upon Contractor's submittals such as:Shop
										    	Drawings, Product Data and Samples, but only for the likened
	     	The Contractor shall promptly review, approve in writing     	purpose of checking for conformance with information given
	     	and submit to the Architect Shop Drawings, Product Data,     	and the design concept expressed in the Contract Documents.
	     	Samples and similar submittals required by the Contract Docu-
	     	ments. Shop Drawings, Product Data, Samples and similar sub-     	4.7  The Architect will promptly interpret and decide mat -
	     	mittals are not Contract Documents.				  	ters concerning performance under and requirements of the
								    	AIA DOCUMENT A205 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION —
								    	SMALL PROJECTS EDITION • .AIA'• • ©1993 • THE AMERICAN INSTITUTE OF ARCHITECTS, I; 35 NEW
								    	YORK AVENUE, N.W., WASHINGTON, D.C. 20006 -5292 • WARNING: Unlicensed photocopying
	     	2   	A205 - 1993				    	violates U.S. copyright laws and will subject the violator to legal prosecution.
																			•
		 	Contract Documents on written request of either the Owner     	the Contractor for performance of the Work under the Con-
		 	or Contractor.							 	tract Documents.
		 	4.8  Interpretations and decisions of the Architect will be con-     	7.2    	APPLICATIONS FOR PAYMENT
		 	sistent with the intent of and reasonably inferable from the
		 	Contract Documents and will be in writing or in the form of     	7.2.1  At least ten days before the date established for each
		 	drawings. When making such interpretations and decisions,     	progress payment, the Contractor shall submit to the Architect
		 	the Architect will endeavor to secure faithful performance by     	an itemized Application for Payment for operations corhpleted
			both Owner and Contractor, will not show partiality to either     	in accordance with the values stated in the Agreement. Such
			and will not be liable for results of interpretations or decisions     	application shall be supported by such data substantiating the
			so rendered in good faith.					    	Contractor's right to payment as the Owner or Architect may
										     	reasonably require and reflecting retainage if provided For else -
			4.9  The Architect's duties, responsibilities and limits of     	where in the Contract Documents.
			authority as described in the Contract Documents will not be
			changed without written consent of the Owner, Contractor     	7.2.2  The Contractor warrants that title to all Work covered
			and Architect. Consent shall not be unreasonably withheld.	   	by an Application for Payment will pass to the Owner no later
										     	than the time of payment. The Contractor further warrants
										     	that upon submittal of an Application for Payment, all Work for
					  	ARTICLE 5				 	which Certificates for Payment have been previously issued
										     	and payments received from the Owner shall, to the' best of
				  	CHANGES IN THE WORK			 	the Contractor's knowledge, information and belief, be free
										     	and clear of liens, claims, security interests or other encum-
			5.1  After execution of the Contract, changes in the Work may     	brances adverse to the Owner's interests.
			be accomplished by Change Order or by order for a minor
			change in the Work. The Owner, without invalidating the     	7.3    	CERTIFICATES FOR PAYMENT
			Contract, may order changes in the Work within the general									•
			scope of the Contract consisting of additions, deletions or     	The Architect will, within seven days after receipt of tile Con -
			other revisions, the Contract Sum and Contract Time being     	tractor's Application for Payment, either issue to the Owner a
			adjusted accordingly.						 	Certificate for Payment, with a copy to the Contractor, fbr such
										     	amount as the Architect determines is properly due, or notify
			5.2  A Change Order shall be a written order to the Contractor     	the Contractor and Owner in writing of the Architect's reasons
			signed by the Owner and Architect to change the Work, Con-     	for withholding certification in whole or in part.
			tract Sum or Contract Time.
										     	7.4    	PROGRESS PAYMENTS
			5.3  The Architect will have authority to order minor changes
			in the Work not involving changes in the Contract Sum or the     	7.4.1  After the Architect has issued a Certificate for Payment,
			Contract Time and not inconsistent with the intent of the Con-     	the Owner shall make payment in the manner provided in the
			tract Documents. Such changes shall be written orders and     	Contract Documents.
			shall be binding on the Owner and Contractor. The Contractor
										     	7.4.2  The Contractor shall promptly pay each Subcontractor
			shall carry out such written orders promptly.			  	and material supplier, upon receipt of payment from the
			5.4  If concealed or unknown physical conditions are encoun-     	Owner, out of the - amount paid to the Contractor on account
			tered at the site that differ materially from those indicated     	of such entices' portion of the Work.
			in the Contract Documents or from those conditions ordinar-     	7,4.3  Neither the Owner nor the Architect shall have tes  on-
			ily found to exist, the Contract Sum and Contract Time shall be								  	p
			subject to equitable adjustment.				     	sibiliry for the payment of money to a Subcontractor or mater-
										     	ial supplier.
					 	ARTICLE 6				 	7.4.4  A Certificate for Payment, a progress payment, or par-
										     	tial or entire use or occupancy of the project by the Owner
					    	TIME				   	shall not constitute acceptance of Work not in accordance
										     	with the requirements of the Contract Documents.
			6.1  Time limits stated in the Contract Documents are of the
										     	7.5    	SUBSTANTIAL COMPLETION
			essence of the Contract.
										     	7.5.1  Substantial Completion is the stage in the progress of
			6.2  If the Contractor is delayed at any time in progress of     	the Work when the Work or designated portion thereof is	     	•
			the Work by changes ordered in the Work, or by labor dis-     	sufficiently complete in accordance with the ContractDocu-
			putes, fire, unusual delay in deliveries, unavoidable casualties     	meats so that the Owner can occupy or utilize the Work for its
			or other causes beyond the Contractor's control, the Contract     	intended use
			Time shall be extended by Change Order for such reasonable										    	1
			time as the Architect may determine.				 	7.5.2  When the Work or designated portion thereof is sub-
										     	stantially complete, the Architect will prepare a Certificate
										     	of Substantial Completion which shall establish the date of
					 	ARTICLE 7				 	Substantial Completion, shall establish the responsibilities of	     	•
			    	PAYMENTS AND COMPLETION		    	the Owner and Contractor, and shall fix the time within.which
										     	the Contractor shall finish all items on the list accompanying
			7.1    	CONTRACT SUM					    	the Certificate. Warranties required by the Contract Docu-	     	•
										     	ments shall commence on the date of Substantial Completion
			The Contract Sum stated in the Agreement, including autho-     	of the Work or designated portion thereof unless otherwise
			rized adjustments, is the total amount payable by the Owner to     	provided in the Certificate of Substantial Completion.
			AIA DOCUMENT A205 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION —
			SMALL PROJECTS EDITION • AIA• • 01993 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW
			YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying
			violates U.S. copyright laws and will subject the violator to legal prosecution.				    	A205 -1993   	3
																			•
																			•
			7.6    	FINAL COMPLETION AND FINAL PAYMENT			nances, rules, regulations or orders of public authorities hav-
			7.6.1  Upon receipt of a final Application for Payment, the     	mg jurisdiction shall be made at an appropriate time.
			Architect will inspect the Work. When the Architect finds the     	10.2.2  If the Architect requires additional testing, the Con -
			Work acceptable and the Contract fully performed, the Archi-     	tractor shall perform these tests.
			tect will promptly issue a final Certificate for Payment.
			7.6.2  Final pa}�ment shall not become due until the Contras-     	10.2.3  The Owner shall pay for tests except for testing Work
										     	found to be defective for which the Contractor shall pay
			tor submits to the Architect releases and waivers of liens, and
			data establishing payment or satisfaction of obligations, such     	10.3   	GOVERNING LAW
			as receipts, claims, security interests or encumbrances arising
			out of the Contract.						  	The Contract shall be governed by the law of the place where
										     	the project is located.
			7.6.3  Acceptance of final payment by the Contractor, a Sub-
			contractor or material supplier shall constitute a waiver of
			claims by that payee except those previously made in writing
			and identified by that payee as unsettled at the time of final					ARTICLE 11
			Application for Payment.														•
												  	TERMINATION OF THE CONTRACT
										     	11.1    	TERMINATION BY THE CONTRACTOR
																			•
					 	ARTICLE 8
										     	If the Owner fails to make payment when due or substantially
		     	PROTECTION OF PERSONS AND PROPERTY	    	breaches any other obligation of this Contract, followins seven
										     	days' written notice to the Owner, the Contractor may'termi-
			8.1    	SAFETY PRECAUTIONS AND PROGRAMS		 	nate the Contract and recover from the Owner payment for
			The Contractor shall be responsible for initiating, maintaining     	Work executed and for proven loss with respect to maerials,
			and supervising all safety precautions and programs, includ-		equipment, tools, construction equipment and mac  finery,
			ing all those required by law in connection with performance     	including reasonable overhead, profit and damages.
			of the Contract. The Contractor shall promptly remedy dam-		11.2   	TERMINATION BY THE OWNER
			age and loss to property caused in whole or in part by the
			Contractor, or' by anyone for whose acts the Contractor may     	11.2.1  The Owner may  terminate  the Contractif the
			be liable.							    	Contractor:
											  	.1  persistently or repeatedly refuses or fails to supply
											     	enough properly skilled workers or proper matOrials;
					 	ARTICLE 9				    	.2  fails to make payment to Subcontractors for materials
				 	CORRECTION OF WORK				 	or labor in accordance with the respective agreements
											     	between the Contractor and the Subcontractors;
			9.1  The Contractor shall promptly correct Work rejected by	   	.3  persistently disregards laws, ordinances.  or ;rules,
			the Architect as failing to conform to the requirements of the			regulations or orders of a public authority having juris-
			Contract Documents. The Contractor shall bear the cost of			diction; or
			correcting such rejected Work.
											  	.4  is otherwise guilty of substantial breach of a prgvision
			9.2  In addition to the Contractor's other obligations including			of the Contract Documents.
			warranties under the Contract, the Contractor shall, for a period
			of one year after Substantial Completion, correct work not con-
										    	11.2.2  When any of the above reasons exist, the Owner, after
																				   	•
			forming to the requirements of the Contract Documents.	     	consultation with the Architect, may without prejudice to any
										    	other rights or remedies of the Owner and after giving the
			9.3  If the Contractor fails to correct nonconforming Work     	Contractor and the Contractor's surety, if any, seven days' writ -
			within a reasonable time, the Owner may correct it and the Con-     	ten notice, terminate employment of the Contractor and
			tractor shall reimburse the Owner for the cost of correction.		 	.1  take possession of the site and of all materials thereon
											     	owned by the Contractor;
											  	.2  finish the Work by whatever reasonable method the
					 	ARTICLE 10					 	Owner may deem expedient.
			    	MISCELLANEOUS PROVISIONS		    	11.2.3  When the Owner terminates the Contract for one of
										    	the reasons stated in Subparagraph 11.2.1, the Contractor shall
			10.1    	ASSIGNMENT OF CONTRACT			     	not be entitled to receive further payment until the Work
			Neither party to the Contract shall assign the Contract as a     	is finished								   	•
			whole without written consent of the other.			  	11.2.4  If the unpaid balance of the Contract Sum exceeds
			10.2   	TESTS AND INSPECTIONS				  	costs of finishing the Work, such excess shall be paid to the
										    	Contractor. If such costs exceed the unpaid balance, the Con -
			10.2.1  Tests, inspections and approvals of portions of the     	tractor shall pay the difference to the Owner. This obligation
			Work required by the Contract Documents or by laws, ordi-     	for payment shall survive termination of the Contract.
			Ct   	Printed on Recycled Paper   	11/93
								     	AIA DOCUMENT A205 • GENERA. CONDITIONS OF THE CONTRACT FOR CONSTRUCT[ON—
								     	SMAIJ. PROJECTS EDITION • MA• • ©1993 • THE MIERICAN INSTITUTE OF ARCHITECTS, 1755 NEW
								     	YORK AVENUE, -V W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying
			4   	A205 -1993				    	violates U.S. copyright laws and will subject the violator to legal prosecution.
															   	W1
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			    	P  E  T  E  R    	L  E  W  I  S								Transmittal
			    	ARCHITECT +  ASSOCIATES
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		    	334 West Water Street     	Kerrville, Texas 78028     	(830) 896 -4220, Fax (830) 896 -4226	 	pwlarchitect.corti
			it PETER    	LEWIS
				 	ARCHITECT  +  ASSOCIATES
		   	Post  Bid  Addendum   	1
		   	Post Bid Addendum No. 1 Narrative							     	June 17, 2010
		   	Project: Hill Country Exhibit Center Rodeo Arena
		   	Project No.: 20 -1006
		   	To:	  	Socen, Inc. DBA Southwest Fabricators
		   	From:     	Nicole Landrum  — Project Manager
				  	Peter W. Lewis Architect + Associates
		   	This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents
		   	dated April  16, 2010.  Acknowledge receipt of this Addendum  in the space provided on the Bid Forrn.
		   	Failure to do so may subject the Bidder to disqualification.
		   	To the Drawings:
		   	New Construction — Reference attached Sheets A1.0, A2.0 & A3.0 for following Revisions
		   	Sheet A1.0 Rodeo Arena Floor Plan:
				1.   	Revise Gate sizes to standard 10' -0"
				2.   	Revise Return Alley to 10' -0 "W
				3.   	Revise Exit Alley to 20' -0" W
				4.   	Provide 6" dia. Tube Roping Box
				5.   	Install Manually Operated Priefert Roping Chute Model it 98M
				6.   	Shift Announcer Stand to away from fence
		   	Sheet A2.0 Announcer Stand:
				7.   	Delete overhang
				8.   	Provide 3 #9 flattened expanded metal gate at stair entry in lieu of chain link gate
				9.   	Provide 2 "x4" Welded Wire Fabric on Stair in lieu of vertical rails
				10.  Provide floor joists at 24" O.C. in lieu of 12" O.C.
		   	Sheet A3.0 Site Plan & Fence Details:
				11.  Proposed Rodeo Arena location dimensions detail4 /A3.0
				12.  Provide No -Climb wire on Arena Side of Fence
				13.  Provide Chain latches on all gates
				14.  Provide 6" dia. Pipe Roping Box
				15.  Paint Fencing, gates, etc. with red primer
		   	Hill Country Exhibit Center Rodeo Arena   	Post Bid Addendum #1				     	Page 1 of 1
			it PETER    	LEWIS
					ARCHITECT +  ASSOCIATES
		   	Addendum   	2
		   	Addendum No. 1 Narrative									   	May 6, 201p
		   	Project: Hill Country Exhibit Center Rodeo Arena
		   	Project No.: 20 -1006
		   	To:	  	Bidding Contractor
		   	From:     	Nicole Landrum — Project Manager
				 	Peter W. Lewis Architect + Associates
		   	This Addendum  forms a part of the Contract Documents and  modifies the original Bidding Documents
		   	dated April  16,  2010.  Acknowledge receipt of this Addendum in the  space provided on the Bid Fornt.
		   	Failure to do so may subject the Bidder to disqualification.
			 	1.   	Contractor Question: Are you going to have roping chutes?
			    	Answer: Price it as drawn.  Changes, if necessary, will be made later as required.
			 	2.   	Contractor Question:  You do not have a specification for the stripping chute.  Are we supposed
			    	to use a particular brand, or are we supposed to fabricate ourselves?
			    	Answer: It was the Commissioner's expectation that this would be fabricated.  However, please
			    	price what is the least expensive for you.
			 	3.   	Contractor Question:  Will Voelkel mark the comers for us — with pens?
			    	Answer:  The location of the arena to be determined.  The county will prep the site /mark the
			     	location before you begin.
			 	4.   	Announcer Stand:  Sheet A2.0.  Provide Pre - Engineered Metal Building Shop Drawings for
			     	Architect review.  Shop drawings must be sealed by a State of Texas registered engineer.
		    	Hill Country Exhibit Center Rodeo Arena   	Addendum #2							Page 1 of 1
				 	PETER    	LEWIS
				 	ARCHITECT  +  ASSOCIATES
		    	Addendum   	1
		    	Addendum No. 1 Narrative									 	April 30, 20
																  	P	    	0 j
		    	Project: Hill Country Exhibit Center Rodeo Arena
		    	Project No.: 20 -1006
		    	To:	  	Bidding Contractor
		    	From:     	Nicole Landrum  — Project Manager
				  	Peter W. Lewis Architect + Associates
		    	This Addendum  forms a part of the Contract Documents and  modifies the original Bidding Documents
		    	dated April  16, 2010.  Acknowledge receipt of this Addendum  in the  space provided  on the Bid  Forth.
		    	Failure to do so may subject the Bidder to disqualification.
		    	To the Specifications:
			  	1.   	Invitation to Bid, Line 6: Delete "Plan holders not returning documents shall forfeit deposit."
			  	2.   	Bid Form, Line 3d: There are no bond requirements.
		    	To the Drawings:
		    	Demolition (see attached exhibit):
			  	3.   	County Site Work Demolition responsibilities to include:
			     	a.   	Dirt removal from existing Arena and placement at new
			     	b.   	Remove & cap all utilities: plumbing; electrical; lighting
			     	c.   	Empty interior of Concession Stand before demolition by Contractor
			  	4.   	Contractor Demolition responsibilities to include:
			     	a.   	Fencing, Gates, Shoots
			     	b.   	Press Box
			     	c.   	Concession Stand and Pad
			     	d.   	Restrooms (Adjacent Storage Building to remain)
			     	e.   	Bleachers — Salvage aluminum bleacher seats and their metal angle supports and present to
				   	owner
			     	f.   	Protect trees during demolition
			     	g.   	Completely remove concrete slabs. footings and piers  associated with items 4(a) -4(e)
		    	Hill Country Exhibit Center Rodeo Arena   	Addendum #1							Page 1 of 3
		    	New Construction (build Arena as drawn with the following revisions):
			 	5.   	Voelkel Land Surveying to shoot elevations for County
			 	6.   	County to prepare new Arena site to receive new construction by Contractor.  Exact location of
			     	new Arena to be determined
			 	7.   	All electrical, plumbing and lighting by County
			 	8.   	Building Section 3 /Sheet A2.0 - County to perform the Interior finish -out of the Announcer Stand
			 	9.   	Sections 1 &2 /Sheet A3.0 — Change "C" Channel note to "C" Purlin.  Purlin to be tack welded to
			     	pipe
			 	10.  Sections 1,2 &3 /Sheet A3.0 — 9" pier to be at Pipe Only
		    	Hill Country Exhibit Center Rodeo Arena   	Addendum #1							Page 2 of 3
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																		 	1
			     	PETER   	LEWIS		     	Rodeo   	Arena		     	DATE:    	04 -30 -10
		    	ti     	ARCHITECT + ASSOCIATES									   	SHEET No.
		    	S A
			     	334 Water Street Kerrville. TX 7802_8			( J00  COs
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								   	Project  Manual
					  	Hill  Country  Exhibit  Center
									Rodeo  Arena
								 	Kerrville,  Texas
									 	April 16, 2010
								    	/1�y  e � Ea / � t		  	`
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							     	The  County  Court
										 	of
							    	Kerr  County,  Texas
										PETE.`R    	LEWIS
							 	.   	,,,		ARCHITECT + ASSOCIATES
							    	4
														    	Set No.
		   	INVITATION TO BID								   	April 16, 2010
		   	Project:		   	Hill Country Exhibit Center Rodeo Arena
						 	Highway 27 East
						 	Kerrville, Texas  78028
		   	Owner:		   	County Court of Kerr County Texas
						 	700 Main Street
						 	Kerrville, Texas  78028
		   	Be it known to all interested and qualified parties:
		   	1.   	The County Court of Kerr County will receive sealed bids, at the County Clerk's office, Room 122,
			 	County Court of Kerr County Texas, 700 Main Street, Kerrville, Texas, for the above referenced
			 	project.
		   	2.   	Bids will be received and opened publicly at 10:00 a.m., local time, on Monday May 10, 2010 in
			 	Commissioners Court.
		   	3.   	Bids shall be on a Stipulated Sum Basis and shall be submitted using the 'Bid Form /General
			 	Construction Contract', provided.
		   	4.   	Two (2) sets each of Contract Drawings and Specifications will be issued to General Contractors.
		   	5.   	All bidding documents remain the property of Peter W. Lewis Architect + Associates PLLC, shall not
			 	be used for any other purpose, and shall be returned to the Architect within ten (10) calendar days
			 	after the Bid Opening.
		   	6.   	Bidders shall return the bidding documents in full and In good condition to the Architect immediately
			 	following the opening of the bids.  Plan holders not returning documents shall forfeit deposit.
		   	T.   	Owner reserves the right to waive irregularities, to reject any or all bids, and accept any
			 	combination of bids.
		   	8.   	Acceptance of any bid(s) and execution of a contract or contracts for General Construction is
				  	to project funding.
		   	9.   	There will be a Pre -Bid Meeting for all interested General Contractors at the Hill Country Youth
			 	Exhibit Center, Highway 27 East, Kerrville, Texas, 10:00 a.m., local time, on Friday, April 30, 20104
			 	The purpose of the meeting will be to review Bid Process and respond to questions.
		   	INVITATION TO BID												1 of 1
		   	Hill Country Exhibit Center Rodeo Arena							 	04/16/10
		   	INSTRUCTIONS TO BIDDERS
				A.    	At contractors cost, additional Bid Documents may be obtained from the Owner.  All copies bf
					Bid Documents shall remain the property of the Owner and shall be returned after bidding.  Orle
					copy will be available for review at Commissioners Court Office, Kerr County Courthouse.
				B.     	Each  bidder shall  be  responsible for fully examining the  Bid  Documents,  visiting the jobsite,
					satisfying himself regarding all existing conditions and measurements, and shall include in his
					proposal  an amount sufficient to cover all work as described  in the documents.   	Should ariy
					bidder find discrepancies in the Bid Documents or should he be in doubt of their exact meaning,
					he should notify the Owner at once.   	The Owner may, at his option issue a written addendum
					correcting or clarifying the matter.  The Owner will not be responsible for oral instructions or for
					misinterpretations of the Bid Documents.
				C.    	The Owner reserves the right to issue addenda at any time prior to bid opening time.   	All such
					addenda  become,  upon  issuance,  a  part of the  Contract Documents.   	All  addenda shall  be
					acknowledged on the Kerr County Bid Form.
				D.    	Prospective  Bidders requiring further information or interpretation  of the Bid  Documents shall
					request such data in writing.
				E.    	To obtain approval to use an unspecified product, Bidders shall submit written requests at least
					5 business days  prior to the Bld due date  in  order to  be considered.  Requests shall clearly
					describe the product for which approval is asked.  No proposed substitution will be considered
					less than 5 business days before bid due date.
				F.     	Clarification issues which arise too late to be included in a last addendum shall be handled as
					follows to assure uniformity in bidding:
					1.     	Bid the greater quantity, better quality, and more expensive work.
					2.     	Bid the  Interpretation that is most in keeping with the general nature and quality of the
						project.
			     	Attach to bid a written description of interpretation outlining issue in question and proposed
			     	solution.
				G.    	Answers  to  all  questions,  inquiries  or  requests  for  additional  Information,  and  construction
					document changes will be issued in the form of Addenda, and copies of each Addendum will be
					issued  to  all  prospective  bidders.   	During  the  bidding  period,  prospective  bidders  may  be
					advised  by  Addendum  of  changes  in  the  requirements  of  the  Bid  Documents.   	Failure  to
					acknowledge receipt of any Addenda may invalidate a proposal as incomplete.
				H.    	The Owner reserves the right "not to respond" to clarification or interpretation requests received
					later than 5 business days prior to the date for receipt of bids, if responses cannot reasonably
					and fairly be transmitted to all bidders with sufficient time for review by bidders.
				I.     	The amount of the Base Bld must include, but not be limited to the following:
					1.     	All taxes, excises or other charges by Federal, State, County, and Township or Municipal
						Governments, unless the Owner is a tax- exempt institution.
					2.     	All fees for royalties and patents.
					3.     	All temporary facilities as required.
					4.     	All permits and required certifications.
				J.     	No bidder may withdraw his bid within thirty (30) days after the actual Bid Opening.
		    	INSTRUCTIONS TO BIDDERS										 	1 of 2
		    	Hill Country Exhibit Center Rodeo Arena							  	04 /16/10
			 	K.     	The successful Bidder shall  be required to enter into a Contract with  the Owner,  covering the
					entire work of the Bid,  and  must furnish to the Owner all certifications,  insurance documents,
					and other requirements, within seven  (7) days after issuance of a written  Notice of Award of
					Contract or Letter of Intent by the Owner.
		    	INSTRUCTIONS TO BIDDERS										 	2 of '.2
		    	BID FORM
		    	GENERAL CONSTRUCTION CONTRACT
		    	PROJECT:     	Hill Country Exhibit Center Rodeo Arena			  	Project # 201006
		    	BID TO:	  	Kerr County Commissioners Court
						Kerr County Courthouse
						Kerrville, Texas  78028
		    	BID FROM:
						  	(NAME OF BIDDER)
			 	1.		The undersigned BIDDER agrees, if this Bid is accepted, to enter Into an agreement with
				  	OWNER, on aform A101 -1997 Standard From of Agreement Between Owner and Contractdr
				  	where the Basis of Payment is a Stipulated Sum, to perform and furnish the Work as
				  	specified or indicated in the Bidding Documents for the bid Price and within the Contract Tinle
				  	indicated in the Bid and in accordance with the other terms and conditions of the Contract
				  	Documents.
			 	2.		BIDDER further agrees that the contract is non - assignable.
			 	3.	 	In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that:
				  	a.		This Bid will remain subject to acceptance for 30 (thirty) days after the day of Bid
					   	opening;
				  	b.		The Owner has the right to reject this Bid;
				  	c.		BIDDER accepts the provisions of the Instructions and Supplementary Instructions to
					    	Bidders regarding disposition of Bid Security;
				  	d.		BIDDER will sign and submit the Agreement with the Bonds and other documents
					   	required by the Bidding Requirements within 10 days after the date of OWNER's
					   	Notice of Award;
				  	e.		BIDDER has examined copies of all the Bidding Documents;
				  	f.	 	BIDDER has visited the site and become familiar with the general, local, site
					   	conditions, and availability of labor, utilities and materials;
				  	g.		BIDDER is familiar with federal, state and local laws and regulations;
				  	h.		BIDDER has correlated the information known to BIDDER, information and
					    	observations obtained from visits to the site, reports and drawings identified in the
					    	Bidding Documents and additional examinations, investigations, exploration, tests,
					    	studies, and data with the Bidding Documents;
					    	This Bid is genuine and not made In the interest of or behalf of an undisclosed
					    	person, firm, or corporation and is not submitted in conformity with an agreement or
					    	rules of a group, association, organization, or corporation; BIDDER has not directly or
					    	indirectly induced or solicited another Bidder to submit a false or sham Bid;
				  	j.	 	BIDDER has received the following Addenda, receipt of which is hereby
					    	acknowledged:
						 	Addendum  Number     	Date
		    	BID FORM													   	1 03
			 	4.		BIDDER will complete the Work in accordance with the Contract Documents for the
				  	guaranteed maximum cost of the following price :
				  	BID PACKAGE A : DEMOLISH EXISTING ARENA AND STRUCTURES, ONLY
				  	STIPULATED SUM BASE BID
				  	PRICE
						 	(use words)								 	(figures)
				  	BID PACKAGE B : CONSTRUCT NEW RODEO ARENA AND PRESSBOX, ONLY
				  	STIPULATED SUM BASE BID
				  	PRICE
														 	($			    	)
						 	(use words)								 	(figures)
				  	BID PACKAGE C : DEMOLISH EXISTING RODEO ARENA AND STRUCTURES AND
				  	CONSTRUCT NEW RODEO ARENA AND PRESSBOX
				  	STIPULATED SUM BASE BID
				  	PRICE
						 	(use words)								 	(figures)
			 	5.		Upon receipt of a written Notice to Proceed, Bidder agrees to commence work immediately.
				  	Bidder will complete the work in accordance with the contract documents within the following
				  	number of calendar days:
				  	BID PACKAGE A   	:							 	CALENDAR DAYS
				  	BID PACKAGE B   	:							 	CALENDAR DAYS
				  	BID PACKAGE C   	:							 	CALENDAR DAYS
			 	6.		BIDDER agrees that the Work will be substantially complete and ready for final payment in
				  	accordance with the General Conditions on or before the dates or within the number of
				  	calendar months indicated in the Agreement
			 	7.		Overhead and Profit:  The Undersigned hereby agrees that the Contractor's overhead and
				  	profit, to be charged in payment of Additional Work, will be based upon the following
				  	percentages of the cost for said Work.
				  	Additional Work by Contractor's own forces:	   	OVERHEAD AND PROFIT
				  	Additional Work by Subcontractor's forces:	    	OVERHEAD AND PROFIT
		    	BID FORM													   	2 of 3
			 	SUBMITTED on							     	, 2010.
			 	By												  	(SEAL)
				  	(Firm Name)
				  	(Signature of Person Authorized to Sign)					   	(Title)
			 	Business Address:
			 	Phone No:
			 	Fax No:
			 	Email:
		    	BID FORM													   	3of3
		    	Hill Country Exhibit Center Rodeo Arena							  	04/16/10
		   	SECTION 01000 — GENERAL REQUIREMENTS
			 	A.    	Specifications,  General  Provisions  of the  Contract for  Construction  including  AIA  Document
				 	A201, General Conditions of the Contract for Construction,  1997 Edition and all other sections
				 	are part of this Project and the Contractor shall consult them in detail for instruction pertaining
				 	to this Work.
			 	B.    	Contractor shall  provide all items,  materials,  articles, operations  or methods listed,  mentioned
				 	shown or scheduled  on  the drawings  and /or  in these specfication including  labor,  material,
				 	equipment and all incidentals necessary and required for the completion of the following Work.
				 	All work and areas adjacent to and affected by the Work shall be to delivered to Owner in like-
				 	new condition prior to acceptance by Owner.
					1.     	Project:     	Hill Country Exhibit Center Rodeo Arena
						     	Highway 27 East
						     	Kerrville, TX 78028
					2.     	Owner:     	County Court of Kerr County Texas
			 	C.    	Each  bidder shall  be  responsible for fully examining  the Bid  Documents,  visiting  the jobsite,
				 	satisfying himself regarding all existing conditions and measurements, and shall  include in his
				 	proposal an amount sufficient to cover all work as described in the documents.
			 	D.    	Contractor shall  have full use of premises for construction operations,  including use of Proiect
				 	site, during construction period.  Contractor's use of premises is limited only by Owner's right to
				 	perform work or to retain other contractors on portions of Project.
			 	E.    	All  Applicable  State  laws,  Municipal  ordinances  and  rules  and  regulations  of  all  authorities
				 	having jurisdiction over the construction of the project shall  apply to the Contract throughout
				 	and shall be deemed to be included in the contract including fees pertaining to such.
			 	F.    	This agreement shall be governed by the Uniform Commercial Code as adopted and currently
				 	enforced in the State of Texas.  All parties agree that venue for any litigation arising from this
				 	contract/project shall lie in Kerr County, Texas.
			 	G.    	In the event of errors or conflict between documents, only the Owner shall interpret, clarify Pr
				 	correct such conflict.  All discrepancies shall be submitted to the architect for interpretation.  If
				 	work which could be affected by such errors, conflict or discrepancy is proceeded upon without
				 	Owners clarification,  correction,  or interpretation, this work shall  be made good, corrected or
				 	replaced at the Contractor's expense.
			 	H.    	Contractor assumes  risks  for damage  or  injury from  whatever cause to  property or  persons
				 	used or employed on or in connection with the Work.  Contractor will defend the Owner against
				 	all claims on account of any such damage or injury.
			 	END OF SECTION 01000
		    	GENERAL REQUIREMENTS									     	01000 -1
		    	Hill Country Exhibit Center Rodeo Arena								   	04/16/10
		    	SECTION 01732 — DEMOLITION
		    	PART 1- GENERAL
		    	1.1	 	SECTION INCLUDES
				A.     	Removal of designated building equipment and fixtures.
			 	B.     	Removal of designated construction.
				C.    	Identification of utilities.
			 	D.    	Salvage of all Items.
		    	1.2	 	RELATED SECTIONS
		    	1.3	 	REGULATORY REQUIREMENTS
				A.     	Conform to applicable O.S.H.A. code for demolition work, safety of structure, and dust control
				B.     	Obtain required permits from authorities.
				C.     	Notify affected utility companies before starting work and comply with their requirements.
			 	D.    	Conform  to  regulatory  procedures  applicable  for  any  hazardous  or  contaminated  materials
					encountered on this project.
		    	1.4		SCHEDULING
				A.     	Schedule Work to coincide with new construction.
		    	PART 2 - PRODUCTS (Not Used)
		    	PART 3 - EXECUTION
		    	3.1	 	PREPARATION
			 	A.     	Provide, erect, and maintain temporary barriers.
			 	B.     	Protect  existing  materials,  adjacent  structures  and  site  improvements  which  are  not  to  be
					demolished.
			 	C.    	Mark location of utilities.
		    	3.2		DEMOLITION REQUIREMENTS
			 	A.     	Conduct demolition to minimize interference with adjacent building areas.
			 	B.     	Maintain protected egress and access to the Work.
		    	DEMOLITON												   	01732    	1
		    	Hill Country Exhibit Center Rodeo Arena								   	04/16/10
			 	3.3    	DEMOLITION
				A.     	Disconnect,  remove,  cap  and  identify  utilities  designated  as  °abandoned°  within  demolition
					areas.
			 	B.     	All  exposed  and  abandoned  mechanical,  electrical  and  plumbing shall  be  removed from  the
					site.
				C.     	Demolish in an orderly and careful manner.  Protect existing supporting structural members.
			 	D.     	Except where noted otherwise,  remove demolished materials from site.  Do not burn or bury
					materials on site.
			 	E.     	Remove demolished materials from site as work progresses.  Upon completion of work, leave
					areas in clean condition.
			 	F.     	Remove temporary Work.
			 	G.     	All salvaged material to become property of General Contractor.
		    	END OF SECTION 01732
		     	DEMOLITON												   	01732    	2
		    	Hill Country Exhibit Center Rodeo Arena								   	04/16/10
		    	SECTION 05500 - METAL FABRICATIONS
		    	PART 1- GENERAL
		    	1.1	 	RELATED DOCUMENTS
			 	A.     	Drawings  and  general  provisions  of  the  Contract,  including  General  and  Supplementary
					Conditions and Division 1  Specification Sections, apply to this Section.
		    	1.2		SUMMARY
			 	A.     	This Section includes the following:
				 	1.     	Miscellaneous steel framing.
				 	2.     	Steel stairs and platforms
				 	3.     	Miscellaneous metal trim.
		    	1.3		SUBMITTALS
			 	A.     	Shop  Drawings:  Detail  fabrication and  erection  of each  metal  fabrication  indicated.  Include
				 	plans,  elevations,  sections,  and  details  of  metal  fabrications  and  their  connections.   	Show
				 	anchorage and accessory items.
		    	1.4		QUALITY ASSURANCE
			 	A.     	Fabricator Qualifications:  A firm  experienced  in  producing metal fabrications similar to tho$e
				 	indicated for this  Project and  with a  record  of successful  in- service  performance,  as well  as
				 	sufficient production capacity to produce required units.
			 	B.    	Welding:  Qualify procedures and personnel according to the following:
				 	1.     	AWS D1.1, "Structural Welding Code — Steel."
				 	2.     	AWS D1.2, "Structural Welding Code — Aluminum."
				 	3.     	AWS D1.3, "Structural Welding Code —Sheet Steel."
				 	4.     	Certify that each  welder  has  satisfactorily  passed  AWS  qualification  tests for welding
					 	processes involved and, if pertinent, has undergone recertification.
		    	1.5		PROJECT CONDITIONS
			 	A.     	Field Measurements: Verify dimensions by field measurements before fabrication and indicate
				 	measurements on Shop Drawings.
		     	PART 2 PRODUCTS
		     	2.1	 	METALS, GENERAL
			  	A.     	Metal  Surfaces,  General:   	For  metal  fabrications  exposed  to  view  in  the  completed  Work,
				  	provide  materials  with  smooth,  flat  surfaces  without  blemishes.   	Do  not  use  materials  with
				  	exposed pitting, seam marks, roller marks, rolled trade names, or roughness.
		     	2.2	 	FERROUS METALS
			  	A.     	Steel Plates, Shapes, and Bars:  ASTM A 36/A 36M.
			  	B.     	Stainless-Steel Sheet, Strip, Plate, and Flat Bars:  ASTM A 666, Type 304.
			  	C.    	Stainless -Steel Bars and Shapes:  ASTM A 276, Type 304.
		     	METAL FABRICATIONS										 	05500', -1
		    	Hill Country Exhibit Center Rodeo Arena								   	04/16/10
			 	D.    	Rolled -Steel   	Floor   	Plate:     	ASTM A 786/A 786M,   	rolled   	from   	plate   	complying   	with
					ASTM A 36/A 36M or ASTM A 283/A 283M, Grade C or D.
			 	E.     	Rolled -Stainless -Steel Floor Plate:  ASTM A 793.
			 	F.     	Steel Tubing:  Cold- formed steel tubing complying with ASTM A 500.
			 	G.    	Steel Pipe:  ASTM A 53, standard weight (Schedule 40), unless another weight is indicated', or
				 	required by structural loads.
			 	H.     	Malleable -Iron Castings:  ASTM A 47, Grade 32510.
			 	I.     	Gray -Iron  Castings:   	ASTM A 48,  Class 30,  unless another  class  is  Indicated  or  required  by
				 	structural loads.
		    	2.3		ALUMINUM
			 	A.    	Aluminum Extrusions:  ASTM B 221, alloy 6063 -T6.
			 	B.    	Aluminum -Alloy Rolled Tread Plate:  ASTM B 632/13 632M, alloy 6061 -T6.
		    	2.4	 	PAINT
			 	A.     	Shop Primer for Ferrous Metal:  Fast - curing, lead- and chromate -free, universal modified -alkyd
				 	primer complying with performance requirements in FS TT -P -664; selected for good resistance
				 	to normal atmospheric corrosion, compatibility with finish paint systems indicated, and capability
				 	to provide a sound foundation for field - applied topcoats despite prolonged exposure.
			 	B.     	Galvanizing  Repair  Paint   	High - zinc - dust - content  paint  for  regalvanizing  welds  in  steel,
				 	complying with SSPC -Paint 20.
			 	C.    	Bituminous  Paint:    	Cold- applied  asphalt  mastic  complying  with  SSPC -Paint 12,  except
				 	containing no asbestos fibers, or cold - applied asphalt emulsion complying with ASTM D 1187.
		    	2.5		FASTENERS
			 	A.     	General:  Provide Type 304 or 316  stainless -steel fasteners for exterior use and  zinc - plated
				 	fasteners  with  coating  complying  with  ASTM B 633,  Class Fe2n 5,  where  built  into  exterior
				 	walls.  Select fasteners for type, grade, and class required.
			 	B.     	Bolts  and  Nuts:    	Regular  hexagon -head  bolts,  ASTM A 307,  Grade A;  with  hex  nuts,
				 	ASTM A 563; and, where indicated, flat washers.
			 	C.    	Anchor Bolts:  ASTM F 1554, Grade 36.
			 	D.    	Machine Screws:  ASME 818.6.3.
			  	E.     	Lag Bolts:  ASME B18.2.1.
			  	F.    	Wood Screws:  Flat head, carbon steel, ASME 818.6.1.
			  	G.    	Plain Washers:  Round, carbon steel, ASME 818.22.1.
			  	H.     	Lock Washers:  Helical, spring type, carbon steel, ASME B18.21.1.
			  	I.     	Expansion  Anchors:   	Anchor  bolt  and  sleeve  assembly  of  material  indicated  below  with
				 	capability to sustain, without failure, a load equal to six times the load imposed when installed in
				 	unit  masonry  and  equal  to  four  times  the  load  imposed  when  installed  in  concrete, l as
				 	determined by testing per ASTM E 488, conducted by a qualified independent testing agency,
				  	1.     	Material:     	Carbon -steel   	components   	zinc - plated   	to   	comply  with   	ASTM B 633,
					 	Class Fe2n 5.
				  	2.     	Material:  Alloy Group 1  or 2 stainless -steel bolts complying with ASTM F 593 and  nuts
					 	complying with ASTM F 594.
		     	METAL FABRICATIONS										 	05500'', -2
		    	Hill Country Exhibit Center Rodeo Arena								   	04/16/10
			 	J.     	Toggle Bolts:  FS FF-B-588, tumble -wing type, class and style as needed.
		    	2.6	 	FABRICATION, GENERAL
			 	A.     	Shop  Assembly:   	Preassemble  items  in  shop  to  greatest  extent  possible  to  minimize  field
					splicing  and  assembly.   	Disassemble  units  only  as  necessary  for  shipping  and  handling
					limitations.  Use connections that maintain structural value of joined pieces.  Clearly mark unfits
					for reassembly and coordinated installation.
			 	B.     	Shear and punch metals cleanly and accurately.  Remove burrs.
			 	C.    	Ease exposed edges to a radius of approximately 1/32 inch, unless otherwise indicated.  Fofrn
					bent -metal  corners to smallest radius  possible without causing  grain  separation  or otherwise
					impairing work.
			 	D.    	Weld comers and seams continuously to comply with the following:
				 	1.     	Use materials and  methods that minimize distortion and develop strength and corrosion
						resistance of base metals.
					2.     	Obtain fusion without undercut or overlap.
					3.     	Remove welding flux immediately.
					4.     	At exposed connections, finish exposed welds and surfaces smooth and blended so no
						roughness shows after finishing and contour of welded surface matches that of adjacent
						surface.
			 	E.     	Provide for anchorage of type indicated; coordinate with supporting structure.  Fabricate and
					space anchoring devices to secure metal fabrications  rigidly in place and to support indicated
					loads.
			 	F.     	Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws,
					and similar items.
			 	G.    	Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep
				 	holes where water may accumulate.
			 	H.    	Allow for thermal  movement resulting from  the following maximum  change (range) in ambient
				 	and  surface  temperatures  by  preventing  buckling,  opening  up  of  joints,  overstressing I,of
				 	components, failure of connections, and other detrimental effects.  Base engineering calculatibn
				 	on surface temperatures of materials due to both solar heat gain and nighttime -sky heat loss.
				 	1.     	Temperature Change (Range):  120 deg F, ambient; 180 deg F, material surfaces.
			 	1.     	Form exposed work true to line and level with accurate angles and surfaces and straight sharp
				 	edges.
			 	J.     	Remove sharp or rough areas on exposed traffic surfaces.
			 	K.     	Form  exposed  connections with  hairline joints,  flush  and  smooth,  using  concealed fasteners
				 	where possible.  Use exposed fasteners of type Indicated or, if not indicated,  Phillips flat -head
				 	(countersunk) screws or bolts.  Locate joints where least conspicuous.
		    	2.7		MISCELLANEOUS FRAMING AND SUPPORTS
			 	A.     	General:  Provide steel framing and supports that are not a part of structural -steel framework as
				 	necessary to complete the Work.
			 	B.     	Fabricate  units from  structural -steel  shapes,  plates,  and  bars  of welded  construction,  unless
				 	otherwise  indicated.   	Fabricate to sizes,  shapes,  and  profiles  indicated  and  as  necessary to
				 	receive  adjacent construction  retained  by framing  and  supports.   	Cut,  drill,  and tap  units' to
				 	receive hardware, hangers, and similar Items.
		     	2.8	 	MISCELLANEOUS STEEL TRIM
		     	METAL FABRICATIONS										 	05500 !- 3
		    	Hill Country Exhibit Center Rodeo Arena								   	04 /16 /10
			 	A.     	Unless  otherwise  indicated,  fabricate  units  from  structural -steel  shapes,  plates,  and  bars  of
					profiles shown with continuously welded joints, and smooth exposed edges.  Miter corners and
					use concealed field splices where possible.
			 	B.     	Provide cutouts,  fittings,  and  anchorages  as  needed  to coordinate assembly and  installatipn
					with  other  work.   	Provide  anchors,  welded  to  trim,  for  embedding  in  concrete  or  masonry
					construction,  spaced  not more than 6  inches from  each  end,  6  inches from  corners,  and  24
					inches o.c., unless otherwise indicated.
		    	2.9		CLOSED RISER STAIRS
			 	A.     	Provide treads, risers, platforms, stringers, headers and other supporting members.
			 	B.     	Fabricate units  of metal  Indicated  below  in  sizes  and  configurations  indicated  and  in  lengths
					necessary to accurately fit openings or conditions
			 	C.     	Fabricate treads, risers and platform from slip resistant, medium texture steel checker plate.
			 	D.    	Provide anchors for embedding units in concrete, either integral or applied to units, as standard
					with manufacturer.
		    	2.10     	STEEL AND IRON FINISHES
			 	A.     	Galvanizing:   	Hot -dip galvanize items  as  indicated  to  comply with  applicable  standard  listed
				 	below:
				 	1.     	ASTM A 123, for galvanizing steel and iron products.
			 	B.     	Preparation  for  Shop  Priming:   	Prepare  uncoated  ferrous -metal  surfaces  to  comply  with
				 	minimum  requirements  indicated  below  for  SSPC  surface - preparation  specifications  and
				 	environmental exposure conditions of installed metal fabrications:
				 	1.     	Exteriors (SSPC Zone 113);  SSPC -SP 6 /NACE No. 3, "Commercial Blast Cleaning."
				 	2.     	Interiors (SSPC Zone 1A):  SSPC -SP 3, "Power Tool Cleaning."
			 	C.    	Apply shop  primer to  uncoated  surfaces  of metal  fabrications,  except those with  galvanized
				 	finishes and  those to  be embedded  in  concrete,  sprayed -on fireproofing,  or  masonry,  unless
				 	otherwise indicated.  Comply with SSPC -PA 1, "Paint Application Specification No. 1," for shop
				 	painting.
				 	1.     	Stripe paint corners, crevices, bolts, welds, and sharp edges.
		    	PART 3 - EXECUTION
		     	3.1	 	INSTALLATION, GENERAL
			 	A.     	Fastening to In -Place Construction:  Provide anchorage devices and fasteners where necessary
				 	for securing metal fabrications to in -place construction.  Include threaded fasteners for concrete
				 	and masonry inserts, toggle bolts, through - bolts, lag bolts, wood screws, and other connectors.
			  	B.     	Cutting, Fitting, and Placement:  Perform cutting, drilling, and fitting required for installing metal
				 	fabrications.  Set metal fabrications accurately in location, alignment, and elevation; with edges
				 	and  surfaces level,  plumb,  true,  and free  of rack;  and  measured  from  established  lines  and
				 	levels.
			  	C.    	Provide temporary bracing or anchors in formwork for items that are to be built into concrete,
				  	masonry, or similar construction.
			  	D.    	Fit exposed connections accurately together to form hairline joints.  Weld connections that are
				  	not to be left as exposed joints but cannot be shop welded because of shipping size limitations.
		     	METAL FABRICATIONS										 	05500 - 4
		    	Hill Country Exhibit Center Rodeo Arena								   	04/16110
				 	Do not weld,  cut,  or abrade surfaces of exterior units that have been  hot -dip galvanized after
				 	fabrication and are for bolted or screwed field connections.
			 	E.     	Field Welding:  Comply with the following requirements:
				 	1.     	Use materials and methods that minimize distortion and develop strength  and corrosion
						resistance of base metals.									 	1
				 	2.     	Obtain fusion without undercut or overlap.
				 	3.     	Remove welding flux immediately.
				 	4.     	At exposed connections, finish exposed welds and surfaces smooth and blended so no
						roughness shows after finishing and contour of welded surface matches that of adjacent
						surface.
		    	3.2	 	INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS
			 	A.     	General:  Install framing and  supports to comply with requirements of Items  being supported,
				 	including  manufacturers' written  instructions and  requirements  indicated on Shop Drawings;  if
				 	any.
			 	B.     	Anchor supports for operable partitions securely to and rigidly brace from building structure.
		    	3.3		ADJUSTING AND CLEANING
			 	A.    	Touchup  Painting:   	Immediately  after  erection,  clean  field  welds,  bolted  connections,  and
				 	abraded areas of shop paint, and paint exposed areas with the same material as used for shop
				 	painting to comply with SSPC -PA 1 for touching up shop - painted surfaces.
				 	1.     	Apply by brush or spray to provide a minimum 2.0 -mil dry film thickness.
			 	B.     	Touchup  Painting:   	Cleaning  and  touchup  painting  of  field  welds,  bolted  connections,  and
				 	abraded areas of shop paint are specified in Division 9 Section "Painting."
			 	C.    	Galvanized  Surfaces:   	Clean field  welds,  bolted  connections,  and  abraded  areas  and  repair
				 	galvanizing to comply with ASTM A 780.
		    	END OF SECTION 05500
								   	r									   	!
		     	METAL FABRICATIONS										 	05500 - 5
																			I
		    	Hill Country Exhibit Center Rodeo Arena							   	4/16/10
		    	SECTION 09900 - PAINTING
		    	PART 1- GENERAL
		    	1.1	 	RELATED DOCUMENTS
			 	A.     	Drawings and  general  provisions of the Contract,  including General  Conditions and  Divisionl
				 	Specification Sections, apply to this Section.
		     	1.2		SUMMARY
			 	A.    	This Section includes surface preparation and field painting of the following:
				 	1.     	Exposed exterior items and surfaces.
				 	2.     	Exposed interior items and surfaces.
				 	3.     	Surface preparation, priming, and finish coats specified in this Section are in addition to
					 	shop priming and surface treatment specified in other Sections.
			 	B.     	Paint exposed surfaces, except where the paint schedules indicate that a surface or material is
				 	not to be painted or is to remain natural.  If the paint schedules do not specifically mention an
				 	item or a surface, paint the item or surface the same as similar adjacent materials or surfaces
				 	whether or not schedules  indicate colors.  If the schedules do not indicate color or finish,  the
				 	Architect or Interiors Consultant will select from standard colors and finishes available.
				 	1.     	Painting includes field painting of exposed bare and covered pipes and ducts (including
					 	color  coding),  hangers,  exposed  steel  and  iron  work,  and  primed  metal  surfaces, of
					 	mechanical and electrical equipment.
			 	C.    	Do not paint  prefinished  items,  concealed  surfaces,  finished  metal  surfaces,  operating  parts,
				 	and labels.
				 	1.     	Finished metal surfaces include the following:
					 	a.     	Anodized aluminum.
					 	b.     	Stainless steel.
				 	2.     	Labels:  Do not paint over Underwriters Laboratories (UL), Factory Mutual (FM), or other
					 	code- required   	labels  or  equipment  name,   	identification,   	performance  rating,   	or
					 	nomenclature plates.
		     	1.3		SUBMITTALS
			  	A.     	Product Data: For each paint system indicated, including fillets and primers.
			  	B.     	Samples for Verification:  Of each color and material to be applied.
		     	1.4		QUALITY ASSURANCE
			  	A.    	Source  Limitations:   	Obtain  block  fillers,  primers,  and  undercoat  materials  for  each  coating
				  	system from the same manufacturer as the finish coats.
			  	B.     	Benchmark Samples (Mockups):  Provide a full -coat benchmark finish sample of each type of
				  	coating and substrate required on the Project.
				  	1.     	Final approval of colors will be from job - applied samples.
				  	2.     	Mockups:  4'x4'
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		    	1.5	 	DELIVERY, STORAGE, AND HANDLING
			 	A.     	Deliver  materials  to  the  Project  Site  in  manufacturer's  original,  unopened  packages  and
				 	containers bearing manufacturer's name and label, and the following information:
				 	1.     	Product name or title of material.
				 	2.     	Product description (generic classification or binder type).
				 	3.     	Manufacturer's stock number and date of manufacture.
				 	4.     	Contents by volume, for pigment and vehicle constituents.
				 	5.     	Thinning instructions.
				 	6.     	Application instructions.
				 	7.     	Color name and number.
				 	8.     	VOC content.
			 	B.     	Store materials not in use in tightly covered containers in a well - ventilated area at a minimum
				 	ambient temperature of 45 deg F.  Maintain containers used in storage in a clean condition, free
				 	of foreign materials and residue.
				 	1.     	Protect from freezing.  Keep storage area neat and orderly.  Remove oily rags and waste
					 	daily.  Take necessary measures to ensure that workers and work areas are protected
					 	from fire and health hazards resulting from handling, mixing, and application.
		    	1.6		PROJECT CONDITIONS
			 	A.    	Apply water -based paints only when the temperature of surfaces to be painted and surrounding
				 	air temperatures are between 50 and 90 deg F.
			 	B.     	Apply  solvent - thinned  paints  only  when  the  temperature  of  surfaces  to  be  painted  and
				 	surrounding air temperatures are between 45 and 95 deg F.
			 	C.    	Do not apply paint in snow, rain, fog, or mist; or when the relative humidity exceeds 85 percent;
				 	or at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces.
				 	1.     	Painting may continue during inclement weather if surfaces and areas to be painted are
					 	enclosed  and  heated  within  temperature  limits  specified  by  manufacturer  during
					 	application and drying periods.
		    	1.7	 	EXTRA MATERIALS
			 	A.     	Furnish  extra  paint  materials  from  the  same  production  run  as  the  materials  applied  in  jhe
				 	quantities described below.  Package paint materials in unopened, factory- sealed containers for
				 	storage and identify with labels describing contents.  Deliver extra materials to the Owner.
				 	1.     	Quantity:  Furnish the Owner with an additional 5 percent, but not less than 1  gallon of
					 	each material and color applied.
		     	PART2- PRODUCTS
		     	2.1	 	MANUFACTURERS
			  	A.     	Products:  Subject to compliance with  requirements,  provide one of the products in the paint
				 	schedules.
			  	B.     	Manufacturers Names:  The following manufacturers are referred to In the paint schedules' by
				 	use of shortened versions of their names, which are shown in parentheses:
				  	1.     	Devoe & Raynolds Co. (Devoe).
				  	2.     	Benjamin Moore & Co. (Moore).
				  	3.     	Sherwin- Williams Co. (S -W).
				  	4.     	ICI
		     	PAINTING												  	09900   	2
		    	Hill Country Exhibit Center Rodeo Arena							   	4/16110
				 	5.     	Pittsburgh Paints
		    	2.2		PAINT MATERIALS, GENERAL
			 	A.     	Material Compatibility:  Provide block fillers,  primers, undercoats, and finish -coat materials that
				 	are compatible with one another and the substrates indicated under conditions of service and
				 	application, as demonstrated by manufacturer based on testing and field experience.
			 	B.     	Material Quality:  Provide manufacturer's best - quality paint material of the various coating types
				 	specified.  Paint - material containers not displaying manufacturer's product identification will not
				 	be acceptable.
				 	1.     	Proprietary Names:  Use of manufacturer's proprietary product names to designate colors
					 	or materials is not intended to imply that products named are required to be used to the
						exclusion of equivalent products of other manufacturers.  Furnish manufacturer's material
						data and certificates of performance for proposed substitutions.
			 	C.    	Colors:  Provide color selections made by the Architect and /or Interiors Consultant
		    	PART 3 - EXECUTION
		    	3.1	 	EXAMINATION
			 	A.     	Examine substrates,  areas,  and conditions, with the Applicator present,  under which  painting
				 	will be performed for compliance with paint application requirements.
				 	1.     	Do  not  begin  to  apply  paint  until  unsatisfactory conditions  have  been  corrected  and
						surfaces receiving paint are thoroughly dry.
				 	2.     	Start  of  painting  will  be  construed  as  the  Applicator's  acceptance  of  surfaces  and
						conditions within a particular area.
			 	B.     	Coordination  of  Work:   	Review  other  Sections  in  which  primers  are  provided  to  ensure
				 	compatibility of the  total  system  for  various  substrates.   	On  request,  furnish  information  on
				 	characteristics of finish materials to ensure use of compatible primers.
				 	1.     	Notify  the  Architect  about  anticipated  problems  using  the  materials  specified  over
						substrates primed by others.
		    	3.2		PREPARATION
			 	A.     	General:   	Remove  hardware  and  hardware  accessories,  plates,  machined  surfaces,  lighting
				 	fixtures, and similar items already installed that are not to be painted.  If removal is impractical
				 	or  impossible  because  of  the  size  or weight  of the  item,  provide  surface- applied  protection
				 	before surface preparation and painting.
			 	B.     	Cleaning:  Before applying paint or other surface treatments, clean the substrates of substances
				 	that could impair the bond of the various coatings.  Remove oil and grease before cleaning.
			 	C.    	Surface Preparation:  Clean  and prepare surfaces to  be  painted  according to  manufacturer's
				 	written instructions for each particular substrate condition and as specified.
				 	1.     	Cementitious Materials:  Prepare concrete, concrete masonry block; cement plaster, and
					 	mineral- fiber - reinforced  cement panel  surfaces  to  be  painted.   	Remove  efflorescence,
					 	chalk, dust, dirt, grease, oils, and release agents.  Roughen as required to remove glaze.
					 	If hardeners or sealers have been used to improve curing,  use mechanical  methods of
					 	surface preparation.
					 	a.     	Determine alkalinity and  moisture content of surfaces  by performing  appropriate
						 	tests.  If surfaces  are sufficiently alkaline to cause the finish  paint to blister and
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		     	Hill Country Exhibit Center Rodeo Arena							   	4/16/10
						 	burn,  correct  this  condition  before  application.   	Do  not  paint  surfaces  where
						 	moisture content exceeds that permitted in manufacturer's written instructions.
					 	b.     	Clean concrete floors to be  painted  with  a 5 percent solution  of muriatic acid, or
						 	other etching cleaner.  Flush the floor with clean water to remove acid, neutralize
						 	with ammonia, rinse, allow to dry, and vacuum before painting.
				 	2.     	Wood:  Clean surfaces of dirt,  oil,  and  other foreign substances with  scrapers,  mineral
					 	spirits, and sandpaper, as required.  Sand surfaces exposed to view smooth and dust Off.
				 	3.     	Ferrous  Metals:   	Clean  ungalvanized  ferrous -metal  surfaces  that  have  not been  shop
					 	coated;  remove  oil,  grease,  dirt,  loose  mill  scale,  and  other foreign  substances.   	Use
					 	solvent or mechanical  cleaning  methods that comply with the Steel Structures  Painting
					 	Council's (SSPC) recommendations.
				 	4.     	Galvanized Surfaces:  Clean galvanized surfaces with nonpetroleum -based solvents' so
					 	surface Is free of oil  and surface contaminants.  Remove pretreatment from  galvanized
					 	sheet metal fabricated from coil stock by mechanical methods.
			 	D.    	Materials  Preparation:   	Mix  and  prepare  paint  materials  according  to  manufacturer's  written
				 	instructions.
			 	E.    	Tinting:  Tint each undercoat a lighter shade to simplify identification of each coat when multiple		 	•
				 	coats of the same material are applied.  Tint undercoats to match the color of the finish coat, but
				 	provide sufficient differences in shade of undercoats to distinguish each separate coat.
		    	3.3		APPLICATION
			 	A.     	General:   	Apply paint according to  manufacturer's  written  instructions.   	Use  applicators  and
				 	techniques best suited for substrate and type of material being applied.
				 	1.     	Paint colors, surface treatments, and finishes are Indicated in the schedules.
				 	2.     	Do  not  paint  over  dirt,  rust,  scale,  grease,  moisture,  scuffed  surfaces,  or  conditions
					 	detrimental to formation of a durable paint film.
				 	3.     	Provide finish coats that are compatible with primers used.
				 	4.     	The term "exposed surfaces" includes areas visible when permanent or built -in fixtures,
					 	convector covers, covers for finned -tube radiation, grilles, and similar components ark in
					 	place.  Extend coatings in these areas, as required, to maintain the system integrity and
					 	provide desired protection.
				 	5.     	Paint  surfaces  behind  movable  equipment and furniture the  same as  similar  exposed
					 	surfaces.  Before the final  installation of equipment, paint surfaces behind  permanently
					 	fixed equipment or furniture with prime coat only.
				 	6.     	Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through
					 	registers or grilles.
				 	7.     	Paint back sides of access panels and removable or hinged covers to match  exposed
					 	surfaces.
				 	8.     	Finish exterior doors on tops, bottoms, and side edges the same as exterior faces.
				 	9.     	Finish  interior of wall  and  base  cabinets  and  similar field- finished  casework to  match
					 	exterior.
				 	10.    	Sand lightly between each succeeding enamel or varnish coat.
			  	B.     	Scheduling  Painting:   	Apply  first  coat  to  surfaces  that  have  been  cleaned,  pretreated,  or
				 	otherwise prepared for painting as soon as practicable after preparation and before subsequent
				 	surface deterioration.
			  	C.    	Application Procedures:  Apply paints and coatings by brush, roller, spray, or other applicators
				 	according to manufacturer's written instructions.
			  	D.    	Minimum   	Coating  Thickness:    	Apply  paint  materials  no  thinner  than   	manufacturer's
				 	recommended  spreading  rate.   	Provide  the  total  dry film  thickness  of  the  entire  system', as
				 	recommended by the manufacturer.
				  	1.     	Apply no less than one coat primer and two finish coats.
		     	PAINTING												   	09900 - 4
		    	Hill Country Exhibit Center Rodeo Arena							   	4116110
			 	E.     	Mechanical and  Electrical Work:  Painting of mechanical and electrical work is limited to items
				 	exposed in equipment rooms and in occupied spaces.
			 	F.     	Electrical items to be painted include, but are not limited to, the following:
				 	1.     	Conduit and fittings.
				 	2.     	Switchgear,
				 	3.     	Panel boards.
				 	4.     	Phoneboards.
			 	G.    	Prime Coats:  Before applying finish coats, apply a prime coat of material, as recommended by
				 	the manufacturer,  to material that is  required to be painted or finished and that has  not been
				 	prime coated by others.  Recoat primed and sealed surfaces where evidence of suction spots or
				 	unsealed  areas  in  first  coat  appears,  to ensure  a  finish  coat with  no  burn  through  or other
				 	defects due to insufficient sealing.
			 	H.    	Completed Work:  Match approved samples for color, texture, and coverage.  Remove, refinish,
				 	or repaint work not complying with requirements.
		    	3.4	 	CLEANING
			 	A.     	Cleanup:  At the end of each workday, remove empty cans, rags, rubbish, and other discarded
				 	paint materials from the site.
		    	3.5	 	PROTECTION
			 	A.     	Protect work of other trades, whether being painted or not, against damage by painting.  Correct
				 	damage by cleaning, repairing or replacing, and repainting, as approved by Architect.
			 	B.     	Provide  'Wet  Paint"  signs  to  protect  newly  painted  finishes.   	Remove  temporary  protective
				 	wrappings provided by others to protect their work after completing painting operations.
				 	1.     	At completion of construction activities of other trades, touch up and restore damaged' or
					 	defaced painted surfaces.  Comply with procedures specified in PDCA P1.
		    	3.6	 	EXTERIOR PAINT SCHEDULE
			 	B.   	Ferrous  Metal:  Provide the following finish systems over exterior ferrous metal.  Primer is hot
				 	required on shop - primed items.  -
				 	1.     	Semigloss, Acrylic- Enamel Finish:  2 finish coats over a rust- inhibitive primer.
					 	a.    	Primer:  Rust - inhibitive metal primer applied at spreading rate recommended by
							the manufacturer to achieve a total dry film thickness of not less than 1.3 mils.
					 	b.    	First and Second Coats:  Semigloss, exterior, acrylic-latex enamel applied at
							spreading rate recommended by the manufacturer to achieve a total dry film
							thickness of not less than 2.6 mils.
			 	A.     	Zinc - Coated Metal:  Provide the following finish systems over exterior zinc- coated (galvanized)
				 	metal surfaces:
				 	1.     	Low - Luster Finish:  2 finish coats over a galvanized metal primer.
					 	a.    	Primer:  Galvanized metal primer applied at spreading rate recommended by the
							manufacturer to achieve a total dry film thickness of not less than 1.2 mils.
					 	b.    	First and Second Coat:  Low - luster (eggshell or satin), exterior, acrylic -latex paint
							applied at spreading rate recommended by the manufacturer to achieve a total dry
							film thickness of not less than 2.8 mils.
		     	3.7	 	INTERIOR PAINT SCHEDULE
		     	PAINTING												  	09900 ; 5
		    	Hilt Country Exhibit Center Rodeo Arena							   	4/16/10
			 	A.     	Woodwork and Hardboard:  Provide the following paint finish systems over new, interior wood
				 	surfaces:
				 	1.     	Semigloss, Acrylic-Enamel Finish:  2 finish coats over a wood undercoater.
					 	a.   	Undercoat:  Alkyd- or acrylic- latex- based, interior wood undercoater, as
					    	recommended by the manufacturer for this substrate, applied at spreading rate
					    	recommended by the manufacturer to achieve a total dry film thickness of not less
					    	than 1.2 mils.
			 	B.     	Ferrous Metal:  Provide the following finish systems over ferrous metal:
				 	1.     	Semigloss, Acrylic-Enamel Finish:  One finish coat over an enamel undercoater and a
					 	primer.
						a.   	Primer:  Quick - drying, rust - inhibitive, alkyd -based or epoxy -metal primer, as
					    	recommended by the manufacturer for this substrate, applied at spreading rate
					    	recommended by the manufacturer to achieve a total dry film thickness of not less
					    	than 1.5 mils.
						b.   	Undercoat:  Alkyd, interior enamel undercoat or semigloss, acrylic - latex, interior
					    	enamel,  as  recommended  by  the  manufacturer  for  this  substrate,  applied  at
					    	spreading
					    	rate recommended by the manufacturer to achieve a total dry film thickness of not
					    	less than 1.3 mi.
						c.   	Finish Coat:  Semigloss, acrylic - latex, interior enamel applied at spreading rate
					    	recommended by the manufacturer to achieve a total dry film thickness of not less
					    	than 1.3 mils.
		    	END OF SECTION 09900
		    	PAINTING												  	09900 +6
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