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2017 Friendswood Activity Center Feasibilty Study
�•)111 i\1��\\ll(1�) Y /, aPr �{ MIN, = �<IN - •I• CITY OF FRIENDSWOOD FRIENDSWOOD ACTIVITY CENTER FEASIBILITY STUDY Table of Contents Architectural Inspection Report MEP Inspection Report--------------------------------------------------- 2 Fire Marshal Inspection Report FloorSite Plans------------------------------------------------------------ 7 Construction Probable Costs ARCHITECTS 700 Rockmead, Ste 265 I Kingetoo4 7X 77339 281.350.6401 2600 S. Shore Blvd, Ste 300 1 League City, TX 77573 1 281.245,3304 Site Observation Report Project: Friendswood Senior Activity Center Feasibility Study JPI Project No.: 17002 Observation Date: March 23, 2017 Time In & Out: 1:00 PM/, 3:00 PM Location: 416 Morning Side Drive, Friendswood, TX Weather/Temp: Sunny, 75°F To: Patrick Donart, P.E. Public Works Director/City Engineer City of Friendswood, Texas Work Observations: 1. Site observations are reflected in attached site photos Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 1 of 48 JOINER 700 Rockmead, Ste 265 I Kingwood, TX 77339 1 281.359.6401 2600 S. Shore Blvd, Ste 300 League City, TX 77573 1 281.245.3304 Reported By: er ITA CBI LEED GRE Inc. 2 of 48 JOINER 700 Rockmead, Ste 265 Kingwood, TX 77339 281,359.6401 2600 S. Show Blvd, Ste 300 I League City, TX 77573 1281.245,3304 r I 7 Reported By: Chad ITA CBI LEED JOINER 700 RocWnead, Ste 265 Kingwood, TX 77339 1 281,359.6401 2600 S. Stare Blvd, Ste 300 League City, TX 77573 1 281245.3304 � Reported By: Chad A Joiner, Partner ITA CBI LEED Joiner Architects, Inc. M Ltl JOINER 700 Rockmead, Ste 265 I Kingwood, TX 77339 1 281.359.6401 2600 S. Slwre BNd, Ste 300 League CO, TX 77573 1 281.245,3304 Reported By: ITA CBI LEED 5 of 48 JOINER 700 Rockmead, Ste 265 I Kingwood, 1X 77339 1 281,359,6401 2600 S. Shore Blvd, Ste 300 League CO,, TX 77573 1 281.245.3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 6 of 48 JOINER 700 Rockmead, Ste 265 I Kingwood, TX 77339 1 281.359.6401 2600 S. Shore BNd, Ste 300 I League Cori TX 77573 1 281.245,3304 Reported By: Chad A 'A CBI LEED GREE 7 of 48 i•� ARCHITECTS A &. `L. w rm JOINER 700 Rockmead, Ste 265 Kingwood, TX 77339 I 281.359.6401 26M S. Shore Blvd, Ste 300 I League City, 7X 77573 281.245.3304 Reported By: Chad , Joiner Rtner ITA CBI LEED GRE Inc. 700 Rockmead, Ste 265 I Kingwood, TX 77339 � 28L359.6401 2600 S. Shore Blvd, Ste 300 1 League City, TX 77573 1281,245,3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 10 of 48 JOINER 700 Rockmead, Ste 265 I Kingwood, TX 77339 281,359.6401 2600 S. SIme BNQ Ste 300 I League M,, TX 77573 1281.245,3304 Reported By: rtner ITA CBI LEED GRE Inc. 11 of 48 700 Rockmeatl, Sle 265 I Kingwood, lX 77339 1 281.359.6401 2600 S. SN(e Blvd, Ste 300 I League Cot TX 77573 1 281.245.3304 Reported By: Partner ITA CBI LE Inc. 12 of 48 ARCHITECTS 700 Rockmea4 , TX 77339 I 281.359.6401 2600 S. Sim Blvd, Ste 300 League City, TX 77573 1 281.245.3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 13of48 700 Rockmeatl, Sle 265 � Kinge�ootl, TX 71339 I 281.350.6401 2600 S. Shane Blvd, Ste 300 I League City, TX 77573 281,245,3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 14of48 700 Rockmead, Ste 265 I Kingwood, TX 77339 1 281.359.6401 2600 S. Stme BNd, Ste 300 I League C4, TX 77573 1 281.246.3304 Al IUMON Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 15 of 48 700 Rockmead, Ste 265 Kingwood, TX 77339 28L359.6401 2600 S. Shore Wd, Ste 300 League City, TX 77573 1 281.245.3304 J Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 16 of 48 JOINER 700 Rockmead, Ste 265 I Kingwood, TX 77339 I 281,359.6401 2600 S. SWre BNd, Ste 300 I League CM, TX 77573 281.245.3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 17 of 48 JOINER ARCHITECTS. 1 700 Bockmead, Ste 265 I Kingwood, TX 77339 i 281.359.6401 2600 S. Shore Blvd, Ste 300 League City, TX 77573 1281,245,3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN Joiner Architects, Inc. 18 of 48 JOINER 700 Rockmead, Ste 265 I Kingwood, TX 77339 I 281.359.6401 2600 S. Shore Blvd, Ste 300 league City, TX 77573 1281.245.3304 i � Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN A Joiner Architects, Inc. i� JOINER 700 Rockmead, Ste 265 1 Kingwood, TX 77339 1 281.359.6401 2600 S. Sum Blvd, Ste 300 1 League CO,, TX 77573 1 281,245.3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN A I } Joiner Architects, Inc. 20 of 48 700 ftockmead, SIe 265 Kingwood, TX 77339 281.359.6401 2600 S. Shore Blvd, Ste 300 League City, TX 77573 281.245.3304 Reported By: Chad A Joiner, Partner ITA Joiner Architects, Inc. JOINER 700 Rockmead, Ste 265 I Kingwood, TX 77339 I 281.359.6401 26W S. Shore Blvd, Ste 300 League City, TX 77573 i 281,245,3304 mom Reported By: ad A Joiner, Partner ITA CBI LEEI ner Architects, Inc. 22 of 48 JOINER . ■ 700 Rockmead, Ste 265 I Kingwood, TX 77339 1 281.359.6401 2600 S. Stare BK Ste 300 League Co. TX 77573 1 281,245.3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GRE 23 of 48 700 Rockmead, Ste 265 I Kingwood, TX 77339 I 281.350.6401 2600 S. Shore ONd, Ste 300 I League City, TX 77573 281.245.3304 Reported By: Partner ITA CBI Inc. 24 of 48 JOINER VA 700 Rockunead, Ste 265 Kingwood, TX 77339 281.359.6401 2600 S. Slwre BNd, Ste 300 League City, TX 77573 1281.245.3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 25 of 48 700 Rockmead, Ste 265 I Kingwood, lX 77339 I 281.359.6401 2600 S. Shore BNd, Ste 300 I League City, TX 77573 1281,245.3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 26 of 48 788 RockmeaU, Ste 265 I KingwooU, TX 77339 281.359.6401 2600 S. Shore BNQ Ste 300 I League CO, TX 77573 1 281.245,3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 27 of 48 JOINER 700 Rockmead, Ste 265 I Kingwood, TX 77339 I 281.359.6401 2600 S. Shore Blvd, Ste 300 I League City, 7X 77573 281.245,3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 700 Rackmead, Sle 265 Kingv�ooU, 7X 77339 I 281.359.G401 2600 S. Stme BNd, Ste 300 League Ry, TX 77573 1281.245.3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 29 of 48 700 Rockmea4 Ste 265 I Kingvioo4 7X 77339 281.359.6401 2600 S. Shore BNd, Ste 300 League City, TX 77573 281.245,3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 30 of 48 ARCHITECTS iAifi, t a PL s.,-AL _Y •S .. 1.� A•� t 700 Hockmead, Sle 265 I Kingv�oad, TX 77339 � 281.359.6401 2600 S. Shore BNd, Ste 300 League City, TX 77573 1 281.245.3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. iyZSi[: 700 Rockmead Ste 265 Kingviaod TX 77339 281.359.6401 2600 S. Shore Blvd Ste 300 League CO, A 77573 1 281.245.3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 33 of 48 Loillm ARCHITECTS 1 r �r JOINER 700 Rockmead, Ste 265 I Kingwood, TX 77339 1 281,359.6401 2600 S. Shore BNtl, Ste 300 League City, TX 77573 1 281.245.3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 35 of 48 ARCHITECTS 700 Rockmead, Sle 265 Kingv�ood, TX 77339 I 281.359.G401 2600 S. Shore Blvd, Ste 300 I League City, TX 77573 281.245.3304 Reported By: Partner ITA CBI LE Inc. 37 of 48 ARCHITECTS LOJI&M ARCHITECTS UOIRM A R C H I T E C T S ARCHITECTS v YriA,,,'ri NOW Alpat I PA t + Ur it 1. ,r ..Xa �. .. MOARIP ARCHITECTS 700 Rockmead, Ste 265 Kingvrood, TX 77339 I 281.359.6401 2600 S. Shore Blvd, Ste 300 League City, TX 77573 1 281.245.3304 p - - mw Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 43 of 48 JOINER 700 Rockmead, Ste 265 Kinpwood,lX 77339 281.359.6401 2600 S. Shore Wd, Ste 300 League City, TX 77573 281.245.3304 r Reported By: Chad A Joiner, Partner ITA CBI 44 of 48 JOINER 700 Rockmead, Ste 265 Kingwood, TX 77339 281.359.6401 2600 S. Shore M, Ste 300 Lea0ue City, TX 77573 1281.245.3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 45 of 48 700 Rocwnead, Ste 265 I Kinge�ood, TX 77339 I 281.359.6401 2600 S. Share Blvd, Ste 300 I League Co,, TX 77573 1 281,245,3304 rr;^� r, Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 700 Rockmead, Ste 265 Kingwood, TX 77339 I 281.359.6401 2600 S. Share Blvd, Ste 300 League COy, TX 77573 1281.245.3304 Reported By: Chad A Joiner, Partner ITA CBI LEED GREEN ASSOCIATE Joiner Architects, Inc. 47 of 48 Lei I an, A R C H I T E C T S DBR SERVICE I QUALITY I INTEGRITY I SUSTAINARILITY April 18, 2017 Mr. Chad Joiner Joiner Architects Two Kingwood Place 700 Rockmead Drive, Suite 265 Kingwood, Texas 77339 Reference: Friendswood Senior Activity Center- Feasibility Study/Assessment Dear Mr. Joiner, 9990 Richmond Avenue South Building, Suite 300 Houston, TX 77042 v 713.914.0888 Our office visited the site to perform a condition assessment on February 23, 2017.Our findings are as follows: MECHANICAL SYSTEMS • Primarily, all of the HVAC systems are residential DX equipment with gas furnace heating. In general, the systems are nearing the end of their life and are not the type of equipment recommended for this type of facility. The existing system will not provide the proper ventilation requirements to meet code. II. ELECTRICAL SYSTEMS • Overall, the electrical system appears to be in poor condition. Outdated equipment should be replaced. In many conditions the equipment will not meet code for clearances and access. • The lighting system consists of standard 2X4 fluorescent fixtures through -out and are nearing the end of their life. To save energy the fixtures should be updated to LED fixtures. • Emergency lighting throughout is minimal and should be upgraded. • There is a natural gas emergency generator located in the back of the facility to provide emergency power for the shelter in place. The generator size appears to be inadequate for the overall demand required and will not meet future requirements if the building is expanded in size. III. PLUMBING SYSTEMS The domestic water piping throughout appears to be copper and in good condition, however, it will not be adequate if the building is expanded. The older restrooms are in poor condition and should be remodeled and brought up to code. IV. LIFE SAFETY • The existing fire alarm system is minimal and should be upgraded. • The building is not equipped with a fire sprinkler system. Recommend installing a wet pipe sprinkler system throughout the facility. V. PHOTOS (Please refer to the attached photos). This completes our assessment. If you have any questions please contact our office. www.dbrinc.com TBPE Firm Registration No. 2234 Insert Firm Name Here Insert Project Name Here Page 12of2 Sincerely, David L. Pruitt Partner DLP/al —File No. 170110.000 Attachment: Photos www.dbrinc.com TBPE Firm Registration No. 2234 9 mall LL 444 , �M11 • �'•N�Ml4l, - Illrru■...--- or e� ti A4 I Or 'Ile \, did s pp if III �I p I.q goldrat � �Ilr liirlrr,rr�, .•,,,�i �� 1 ti % `44 �� "�. do of 41 4� �ar `6 _y� Y kk goal ad /O'd X bdid ' ` 1' Jl ♦7 l k !t . r� ." r : ` Ed did Nod old .• f I `1 I , L- * iI ` wy j__�tif_/ 7 J �� �� I �. l 1 �1 � ��� r �� l 0 NJ .,,;� �. -� .-. // i _� a � �.. �/%i //. ,� �. / � � �, f / � � , �. , C �) �; I -6. Mw�s i� i • VTR �C � WE AIM TO PLEASE VOU AIM T00 IPLEASE • r r I r • r r 1 i ,:��r�p i _�' ..•� •---.o --• ^�amvmk Ammmmk MMMM% IMF �` i\ ^� ^ram mmmoml% OMMM=1 rommommok ram^ rm1 rr� RAC % p^ �^ wwwrool y V%*t Tr" sfer gw nh h,l 9 L 0 `Epos Wo %1+�� //M ' yvaifj � • � - • �TE%Prt . 1 1 , 1 April 3, 2017 Joiner Architects Chad Joiner 2600 South Shore Blvd. Suite 300 League City, TX 77573 Re: City of Friendswood Senior Center, 416 Morningside Mr. Joiner, Qo���F e mansHa� As per our meeting at the City of Friendswood Senior Center there are several issues that would need to be addressed if the building is to be remodeled, added on to, or demolished and a new center built. The main issues would be, with any of those possibilities that it would need to come up to the current code. The Fire Marshal's office enforces the IFC 2012. In order to meet that code for any of the scenarios above would require the building to be sprinkled, have additional exits, an ansul system in the kitchen, and a fire alarm system for occupant notification. If there is anything else you need please feel free to contact me. Respectfully, Steve Ruthstrom Deputy Fire Marshal 910 South Friendswood Drive • Friendswood, Texas 77546-4856 • (281) 996-3335 •Fax (281) 996-3331 Prepared For: Customer Information Joiner Partnership 700 Rockmead Dr Kingwood, TX 77339 Attn: Chad Joiner Email: chadj@joinerpartnership.com Location Information Friendswood Senior Community Center 416 Momingside Drive \ Friendswood, Texas 77546 J Attn: Chad Joiner Email: chadj@joinerpartnership.com Prepared By: Project Manager Todd Krell CentiMark Corporation 4500 N Sam Houston Pkwy W Ste 100 Houston, TX 77086 Todd.Krell@centimark.com Phone:281-885-1968 Fax:281-880-6742 Please visit us at www.centimazk.com See what makes CentiMark different .... Table of Contents ►►►► Name Section Letterof Introduction.....................................................................................................................................1 Drawing.............................................................................................. Overview Pictures.............................................................................. Defect Pictures, I I I ',,age Due 000000 I've &#V00 VVMMMO RoofCondition Summary.................................................................. Construction Specification".,.." 111.* 000**P*M..Mm Dacca ........ 00*0 ................... 4 ........... .....6 fll ExecutiveProposal Summary, 1 0 0 1 1 1 1 1 1 1 1 1 1 1 0 M M V V I I V V 4 q 6 & 0 a I I I I I I I I I I I I I I I I I I I . a I . I I I I I I I d M 0 0 0 0 , M , I , 0 4 . , . a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * *'*". ...... V 8 :ENTIAL RK. J Innovative Hoofing and Flooring Solutions6 04/10/2017 Chad Joiner Joiner Partnership 700 Rockmead Dr Kingwood, TX 77339 Dear Chad Joiner, I would like to take this opportunity to introduce you to CentiMark. As a full service contractor, we can help you address all of your roofing concerns. We at CentiMark specialize in reroofing commercial, indushial and public buildings. With over 49 years experience, we are sensitive to the needs of manufacturing, retailing and the service markets. Many hotels, hospitals, chemical plants, paper mills, retail stores, and others are under the CentiMark roof assemblies. We understand the need to maintain production, safeguard stock, protect employees and guests and most important, address safety issues associated with reroof projects. In addition to being the largest national roofing contractor, CentiMark can offer the financial stability it takes to stand behind its SINGLE SOURCE warranties. With over fifty local offices, we are ready to serve even your smallest needs. We have the capability, for multiple building owners, to provide each client with a planned program; this includes budgets, scope of work and recommendations for prioritizing over a multi -year plan. One of our financial strengths is being able to arrange payment plans to meet the needs of multiple building owners. As a CentiMark customer, you will receive a toll -free hotline number available seven (7) days a week, twenty-four (24) hours a day for your service needs. CentiMark is a customer -oriented contractor. We offer many roofing systems and products to solve even the most difficult roofing problems. We are also available on a consultation basis as well as offering preventative maintenance programs to prolong the life of your existing roof Additionally, CentiMark's flooring division is ready to provide protective coatings, floor resurfacing and other various repair materials to maintain the inside of your building. With these advantages, we are pleased to offer Friendswood Senior Community Center a risk proof system designed to meet the specific requirements for your building. Sincerely, Todd Krell Senior Project Manager CentiMark Confidential Area: Drawing Caption: Aerial Drawing •••• Drawing ►►►► CentiMark Confidential .}''�#Ty qN. .. I Section: Back Upper Section Area: Overview Section: Back Upper Section Area: Overview roof area. CentiMark Confidential Section: Back Upper Section Area: Overview Section: Main Area: Overview CentiMark Confidential Section: Main Area: Overview Section: Main Area: Overview CentiMark Confidential Section: Main Upper Section Area: Overview Section: Main Upper Section Area: Overview CentiMark Confidential Section: Main Upper Section Area: Overview CentiMark Confidential •••• Defect Pictures Section: Back Upper Section Area: Defects Caption: (All) Wall Flashing Failure Section: Main Area: Defects Caption: (All) Edging - Flashing Failure PO lop Poo Description Accessories -(All) Wall Flashing Failure Cause Flashing is failing due to ultra violet exposure, building movement and expansion and contraction of building components. Impact Failing flashings allow moisture into the roof system. Moisture in the roof accelerates the failure of the roof system, insulation and decking. Solution Flashing needs to be restored to ensure a watertight condition. Description Accessories -(All) Edging -Flashing Failure Cause Flashing is failing due to ultra violet exposure, building movement and expansion and contraction of building components. Impact Failing flashings allow moisture into the roof system. Moisture in the roof accelerates the failure of the roof system, insulation and decking. Solution Flashing needs to be restored to ensure a watertight condition. CentiMark Confidential Section: Main Area: Defects Caption: (All) Edging - Flashing Failure Description Accessories -(All) Edging - Flashing Failure Cause Flashing is failing due to ultra violet exposure, building movement and expansion and contraction of building components. Impact Failing flashings allow moisture into the roof system. Moisture in the roof accelerates the failure of the roof system, insulation and decking. Solution Flashing needs to be restored to ensure a watertight condition. Section: Main Area: Defects Caption: (All) Edging - Flashing Failure Descrlption Accessories -(All) Edging -Flashing Failure Cause Flashing is failing due to ultra violet exposure, building movement and expansion and contraction of building components. Impact Failing flashings allow moisture into the roof system. Moisture in the roof accelerates the failure of the roof system, insulation and decking. Solution Flashing needs to be restored to ensure a watertight condition. CentiMark Confidential Section: Main Area: Defects Caption: (Thermo) Exposed Scrim Description Field of the roof -(Thermo) Exposed Scrim Cause The top layer of the membrane has deteriorated due to ultraviolet light or other detrimental factors. Impact This condition can allow moisture entry into the building and roof system, causing damage to the building contents, and deterioration of the insulation, decking and the roof system. Solution The roof must be replaced. Section: Main Area: Defects Caption: (Thermo) Mud Cracking ti Description "� Field of the roof -(Thermo) Mud Cracking 4+dI r -I pill Cause Algae and other roof pollutants have caused the sheet to deteriorate and crack. ' Impact This condition can allow moisture entry into the building and roof system, causing damage to the building contents, and deterioration of the insulation, decking and the roof system. Solution The roof must be replaced. CentiMark Confidential Section: Main Upper Section Area: Defects Caption: (Thermo) Punctures / Tears - Fastener Heads Description Field of the roof -(Thermo) Punctures / Tears - Fastener Heads Cause Roof insulation and organic material are compressed or crushed, leaving the rigid fastener standing above the top surface of the insulation. Movement of the membrane against the fastener can cause a hole or tear in the membrane. Impact This condition can allow moisture entry into the building and roof system, causing damage to the building contents, and deterioration of the insulation, decking and the roof system. Solution Remove and replace existing fasteners as needed. Repair damaged roofing as needed using proper materials. Section: Main Upper Section Area: Defects Caption: (Thermo) Seams - "Fishmouths" Description Field of the roof -(Thermo) Seams - hmouths" Cause improper installation or poor workmanship. Impact This condition can allow moisture entry into the building and roof system, causing damage to the building contents, and deterioration of the insulation, decking and the roof system. Solution Repair membrane as needed. CentiMark Confidential 1 4444 Roof Condition Summary ►►►► Section Condition Overview Section Sq. Footage Leaks Description Main 6,075 Various Very Poor Back Upper Section L912 Various Very Poor Main Upper Section 15566 Various Very Poor CcntiMark Confidential Roof Condition Summary ►►►► Friendswood Senior Community Center 416 Momingside Drive Friendswood, Texas 77546 Section: Main Sq. Footage: 6,075 Leaks: Various fk Core Analysis Core Comments: Core Sample Layer Material Thickness Thermoplastic Fastened Thermoplastic 0.06 ISO Insulation 1.5 BUR -Aggregate Surfacing 0.5 3-Ply Asphalt BUR (Asphalt) 0.5 Concrete Structural Deck 6.0 I �Roof Condition Summary_ We strive to provide our customers with comprehensive information as to their overall roof condition and life expectancy. The roof is in poor condition. A new roof installation is now recommended. This roofing work is suggested now to eliminate the risk of expensive tear off and potential deck replacement associated with continued repairs or re -roofing delays. Membrane: The field of the roof has obvious areas allowing moisture to enter into the roof assembly. These areas are in need of repairs and re -roofing needs to be considered. Analysis of the entire roof assembly, inclusive of moisture detection via core reports or non-destructive thermal imaging needs to be performed. Owners with roof systems that are in this condition need to be aware of the risks associated with saturated insulation and deck deterioration that manifest due to delayed roof replacement. • (Thermo) Exposed Scrim - This condition allows for rapid roof system failure and increased costs related to wet insulation and deck deterioration. (see photo) • (Thermo) Mud Cracking - Allows for moisture to travel through the sheet via the scrim eventually resulting in sheet failure. (see photo) Details: The details of the roof are in poor condition and are currently allowing for moisture to enter into the roof system. While repairs to these details may provide short-term solutions to moisture entry, building owners should be preparing for near future roof replacement. Building owners need to consider the risks associated with moisture infiltration into a roof system such as the need for insulation removal and decking deterioration. • (All) Edging - Flashing Failure - Allows moisture into the roof system causing insulation deterioration, leaks, and decking problems. (see photo) Drainage: The roof currently experiences standing water. Remediating measures such as the use of additional drains, gutters, downspouts, diverters, or crickets is suggested. Insulation: The insulation in the roof assembly has been crushed in some identified places. Deck: The structural deck of the roof appears to be in good condition, however, due to moisture in the roof system, there is a possibility that there will be a need for deck repair or replacement in some areas. CentiMark Confidential y .... Roof Condition Summary ►►►► Friendswood Senior Community Center 416 Momingside Drive Friendswood, Texas 77546 Section: Back Upper Section Sq. Footage: 1,912 Leaks: Various • Core Analysis n i Layer Material Thickness Thermoplastic Fastened Thermoplastic 0.06 Roof Condition Summary We strive to provide our customers with comprehensive information as to their overall roof condition and life expectancy. The roof is in poor condition. A new roof installation is now recommended. This roofing work is suggested now to eliminate the risk of expensive tear off and potential deck replacement associated with continued repairs or re -roofing delays. Membrane: The field of the roof has obvious areas allowing moisture to enter into the roof assembly. These areas are in need of repairs and re -roofing needs to be considered. Analysis of the entire roof assembly, inclusive of moisture detection via core reports or non-destructive thermal imaging needs to be performed. Owners with roof systems that are in this condition need to be aware of the risks associated with saturated insulation and deck deterioration that manifest due to delayed roof replacement. Details: The details of the roof are in poor condition and are currently allowing for moisture to enter into the roof system. While repairs to these details may provide short-term solutions to moisture entry, building owners should be preparing for near future roof replacement. Building owners need to consider the risks associated with moisture infiltration into a roof system such as the need for insulation removal and decking deterioration. • (All) Wall Flashing Failure - Allows moisture that results in premature membrane, insulation and decking deterioration. (see photo) Drainage: The roof currently experiences standing water. Remediating measures such as the use of additional drains, gutters, downspouts, diverters, or crickets is suggested. Insulation: The insulation in the roof assembly has been crushed in some identified places. Deck: The structural deck of the roof appears to be in good condition, however, due to moisture in the roof system, there is a possibility that there will be a need for deck repair or replacement in some areas. CentiMark Confidential ti ..•• Roof Condition Summary ►►►► Friendswood Senior Community Center 416 Morningside Drive Friendswood, Texas 77546 Section: Main Upper Section Sq. Footage: 1,566 Leaks: Various Core Analysis IF f : •, I IF Core Comments: Core Sample Layer Material Thickness ermoplastic Fastened Thermoplastic 0.06 ISO [BR Insulation 1.5 -Aggregate Surfacing 0.5 Ply Asphalt BUR (Asphalt) 1.0 Lightweight Fill Insulation 4.0 Metal Low Slope Deck 1.5 Roof Condition Summary: We strive to provide our customers with comprehensive information as to their overall roof condition and life expectancy. The roof is in poor condition. A new roof installation is now recommended. This roofing work is suggested now to eliminate the risk of expensive tear off and potential deck replacement associated with continued repairs or re -roofing delays. Membrane: The field of the roof has obvious areas allowing moisture to enter into the roof assembly. These areas are in need of repairs and re -roofing needs to be considered. Analysis of the entire roof assembly, inclusive of moisture detection via core reports or non-destructive thermal imaging needs to be performed. Owners with roof systems that are in this condition need to be aware of the risks associated with saturated insulation and deck deterioration that manifest due to delayed roof replacement. • (Thermo) Seams - "Fishmouths" - Allows moisture into the roof system causing insulation deterioration, leaks, and decking problems. (see photo) • (Thermo) Punctures / Tears - Fastener Heads - Allows moisture into the roof system causing insulation deterioration, leaks, and decking problems. (see photo) Details: The details of the roof are in poor condition and are currently allowing for moisture to enter into the roof system. While repairs to these details may provide short-term solutions to moisture entry, building owners should be preparing for near future roof replacement. Building owners need to consider the risks associated with moisture infiltration into a roof system such as the need for insulation removal and decking deterioration. Drainage: The roof currently experiences standing water. Remediating measures such as the use of additional drains, gutters, downspouts, diverters, or crickets is suggested. Insulation: The insulation in the roof assembly has been crushed in some identified places. Deck: The structural deck of the roof appears to be in good condition, however, due to moisture in the roof system, there is a possibility that there will be a need for deck repair or replacement in some areas. CentiMark Confidential •• •• Construction Project Preparation: Specification ►►►► Friendswood Senior Community Center 416 Morningside Drive Friendswood, Texas 77546 �ecifrcations For CenBMark TPO Fu/ly Adhered System W Sections included: Main Upper Section, Back Upper Section, Main Perform a pre job meeting to determine jobsite logistics and safety requirements. Furnish proposed construction schedule, if needed. Furnish and install proper safety equipment in accordance with Centimark's written safety program. Safety Related Furnish and install warning lines to identified areas associated with ground related roofing activities. Store roofing materials in accordance with good roofing practices. Material placement will be to distribute weight loads throughout the entire roof area. Surface Preparation: Remove and dispose of existing roof down to structural deck. (Main Section Only) Remove and dispose of existing roof system down to the lightweight concrete insulation. The primary layer of roof will be spot cored for deterioration and moisture. If any is found, it will be removed and replaced at a unit price of $3.90 per square foot. Areas of removal will be approved by an Owner's representative. (Main, Back Upper Section Only.) Removal of existing roof will be limited to an amount that can be replaced the same day. Inspect existing structural deck for deterioration. Identify and remove structural deck not capable of providing an acceptable substrate for the installation of the new roof. Furnish and install new deck at a unit cost of $6.50 per square foot. Areas of removal will be approved by an Owner's representative. (Main, Back Upper Section Only.) Remove roof top equipment as designated by Owner. Furnish and install deck material and rigid insulation to replace void left by equipment removed. Remove existing perimeter drip edging and dispose of debris. Remove existing gutter system and dispose of debris. (Main Only.) Remove the existing perimeter termination bar and dispose of debris. (Main, Back Upper Section Only.) Remove existing wall flashings to a workable surface and dispose of debris. (Main, Back Upper Section Only.) Insulation Attachment: Furnish and install a layer of 1.5" polyisocyanurate insulation, (R-Value = 8.6). This layer of insulation will be mechanically attached to the prepared substrate utilizing FM Global (FM) approved 3" plates and fasteners. (Back Upper Section, Main Upper Section Only.) CentiMark Confidential :view instructional video Furnish and install a layer of 3.5" polyisocyanurate insulation, (R-Value = 20.5). This layer of insulation will be secured to the prepared substrate utilizing a uniform application of Oly Bond 500. (Main Only.) Furnish and install tapered insulation at the roof drains creating a sump. Furnish and install one layer of 1/2" Securock, over a prepared substrate utilizing an application of Oly Bond 500. (Main Only.) System App/ication: Furnish and install CentiMark .060 mil reinforced, TPO roof membrane. Position the TPO membrane over the prepared substrate and allow the membrane sufficient time to "relax" prior to installation. Fully adhere the TPO membrane directly to the prepared surface. (Main Only.) Mechanical attachment of the membrane shall be done utilizing a 1" wide polymer batten bar or 2 3/8" round seam plates and FM Global (FM) approved fasteners. Maximum spacing 6" on center. (Back Upper Section, Main Upper Section Only.) O The thermoplastic membrane seams will be overlapped a minimum of 5", then hot air welded together. Weld width shall be a minimum of 1.5" in width for automatic machine welding. Weld width shall be 2" in width for hand welding. Upon completion of welding, each seam shall be probed to ensure proper securement. HVAC Curbed Penetrations and Other Air Handling Unit Details Furnish and install at the base of the unit 2 3/8" round seam plates to the field membrane. Adhere a second piece of thermoplastic membrane to the curb with bonding adhesive and install prefabricated universal corners for reinforcement. Furnish and install a 30" wide TPO protective mat at rooftop access points. Parapet Wall Detail (Main, Back Upper Section Only.) Furnish and install 2 3/8" round seam plates or 1" wide polymer batten strip to the field sheet at the base of the wall. A second piece of membrane will be adhered to the wall, welded to the field sheet and terminated with an aluminum bar. (Main, Back Upper Section Only.) Parapet Wall Detail (Back Upper Section Only.) Furnish and install 2 3/8" round seam plates or V wide polymer• batten strip to the field sheet at the base of the wall. A second piece of membrane will be adhered to the wall, welded to the field sheet and a new coping. (Back Upper Section Only.) Pipes Less Than 6" In Diameter Furnish and install new prefabricated thermoplastic pipe boot secured at the top with a stainless steel screw type clamp fully adhered to the field sheet. Stacks Greater Than 6" In Diameter Furnish and install a 60 mil, non -reinforced thermoplastic flashing, where applicable. Miscellaneous Projections Furnish and install thermoplastic flashings to the roof projections. Upon completion of welding, each seam shall be probed to ensure proper securement. Transition at Gutter � (Main Only.) Weld the TPO membrane to the coated metal edge. Weld to be verified with probe upon completion. (Main Only.) CentiMark Confidential view instructional video Fully adhere the TPO membrane into the gutter with bonding adhesive. (Main Only.) Sheet Metal Accessories: Furnish and install aluminum termination bar at the edge of the membrane at any applicable perimeter(s). (Main, Back Upper Section Only.) Furnish and install aluminum termination bar at the top edge of the flashing membrane on interior/exterior walls. (Main, Back Upper Section Only.) Furnish and install new 24 gauge pre -finished galvanized steel coping with continuous cleat. Choice of color to be selected by owner from a standard color chart. (Back Upper Section Only.) Furnish and install new retrofit drain inserts into existing drains. Furnish and install new 24 gauge pre -finished gutter and downspouts. Choice of color to be selected by owner from standard color chart. (Main Only.) Furnish and install new metal perimeter drip edging with continuous cleat. The color• choice to be selected by owner from standard color chart. Standard, Operating Procedures: Employee Professionalism All work shall be performed in a safe, professional manner incompliance with Centimark policy. Niehtiv Tie-In's Depending on new roof system being installed, temporary water cut-offs are to be conshucted at the end of cacti working day to protect the newly installed roof system and building interior. Clean Up All work premises will be cleaned daily during the constmction process and at the completion of the project. Job Acceptance and Punch List Conduct a post job walk through for final sign -off of our job completion form. rranty Upon purchase of the roofing system, you become entitled to receive the benefits of single source responsibility through CentiMark's comprehensive written warranty. This warranty protects your roof against defects in materials or workmanship. If your roof leaks at any time during the warranty period, we will provide complete warranty service. Quote Name Section Name Length All Quotes. I All Sections. 1 20 CentiMark Corporation disclaims any and all responsibility for pre-existing conditions including, but not limited to: structural damage or deficiencies, clogged drains, mold growth, excessive standing water, removal of hazardous material or other hidden deficiencies such as; damaged or leaking skylights, HVAC units/conduits, electrical or gas lines. This proposal does not cover, and in no case shall CentiMark be liable for, the removal of, or damage to, HVAC units/conduits, gas lines, water lines, electric lines, or conduits, whether located above, below, or in the roof system, lightning protection systems, landscaping, communication cable, communication devices, or other devices, including recalibration of satellites. It is the building owner's financial obligation to provide corrective measures. CentiMark Confidential ®:view instructional video ..444 Area: Drawing Caption Drawing ►►►► CenliMark Confidential •• •• Executive Proposal Summary il Friendswood Senior Community Center 416 Morningside Drive Friendswood, Texas 77546 lob 110 No Quote Section Sq Ft. System Warranty* Price Friendswood Senior Community Center - 60 MIL TPO $144,457 Main Upper Section 1,566 TPO Fastened 20 years Back Upper Section 1,912 TPO Fastened 20 years Main 6,075 TPO Adhered 20 years * Roof system warranties protect your roof against defects in materials or workmanship for the specified period as outlined in the CentiMark Non -Prorated Limited Roof Warranty or the manufacturer's warranty. For internal use only, ID # 238827 CentiMark Project Manager Signature Date Standard terms: One-third (1/3) of the contract price due at the job start and the balance due net thirty (30) upon job completion, unless otherwise agreed to in the contract document. (Special terms are available upon request) The quotes appearing in this Proposal have been calculated based on current prices for the component building materials. However, the market for building mater/a/s is considered to be volatlle, and sudden price increases could occur through no fault of CentiMark. Since the quotes are material terms of this Proposal, CentiMark exclusively reserves the right to revoke, without written notice, the quotes at any time prior to a valid purchase order or fully executed contract This quote does not include any supplemental deck attachment as may be required by Factory Mutual Global (FM). Please note that should FM and/or you require such deck attachment, additional costs will be estimated and added as a separate item to the overall cost of this project. Valid from 04/10/2017 to 06/20/2017 CentiMark Confidential OJONESICARTER June 12, 2017 Mr. Chad A. Joiner Joiner Architects 700 Rockmead Dr., Ste 265 Houston, Texas 77339 Re: Boundary and Topographic Survey Four (4) Tracts of Land Friendswood, Texas Dear Mr. Joiner, 6330 West Loop South, Suite 150 Bellaire, Texas 77401 Tel: 713.777.5337 Fax: 713.777.6976 www.ionescarter.com Thank you for considering this proposal for Surveying Services of the above referenced tract. Our services will include preparing a Land Title Survey in accordance with the 2016 Minimum Standards for an ALTA/NSPS Land Title Survey and will include Items 11 21 31 4, 5, 6a, 7a, 8, 11, 13, 14, 16, and 19 of Table A thereof. The ALTA\NSPS Land Title Survey for the four tracts can be produced for a cast of $7,950.00 plus tax, this Includes one drawing that shows all four tracts. We need a current title report (and all documents listed in Schedule B to complete this task. We can provide the survey within twelve (12) business days upon receipt of your written authorization to proceed, and a current title report. If you need the individual tracts shown on separate drawings, we can draft each on a separate drawing (after the field work Is completed for the overall our tracts) for a cost of $1,150.00 each In addition to the Land Title Survey we can prepare a topographic survey that will include the following features: 1. Elevations of the pavement around the tract including drive entrances, curb lines, and the driveways across the street (for future planning of drive entrances►. 2. Natural ground elevations at the right way line of the tract. 3. Wet utilities with depths (depths at manholes) 4. Dry utilities as marked by the ONE -CALL system 5. We will determine elevations at a 50-foot grid interval and obtain elevations at apparent high and low areas. Where possible we will obtain elevations 10 feet west of the westerly line, if access is permitted. 6. We will set two temporary benchmarks based on the City of Friendswood or the National Geodetic Survey Monument benchmark system for future construction control. 7. This topographic information will be added to our survey data base established In the ALTA phase of this project. 7exea Board of Profesaionel En9inasrs Registration Na. F-439 I Taxes eaartl of Professional Lentl Surveying Ragiatrstlan No. 10048100 0JONESICARTER Mr. Chad Joiner June 12, 2017 Page 2 of 2 We can complete this topographic work in two field days and we need four business days to draft the survey. We will utilize the boundary survey as a base drawing for the topographic drawing. The cost for this topographic survey work is $4,640,00. This cost assumes that we are preparing the boundary survey. This contract is subject to the terms of the attached General Conditions Agreement. Again Mr.loiner, thank you for considering this proposal. If these terms are agreeable, please indicate by signing in the space provided below. We look forward to working with you on this project. 9res Professional Land Surveyor SAl/jlv `� I:\WP\D0C5wURY\ APROPOSAL\Clty Of Friendswood Boundary And Topo.Doc APPROVED BY: Signature Print Name &Title Date Tezes Bosrd of Profeselonel EnBlneers RaBleVetlon No. F-438 I Tezes eosrtl of Prslesaionel Lond Surveylne ReBisUetion No.100461DD )ONES & CARTER, INC. (SURVEYING) Al1THORIZATION FOR WORKTO PROCEED Signing of this PROPOSAL/AGREEMENT for services shall be authorization by the CLIENT for lanes & Carter, Inc. (JQ to proceed with the work, unless stated otherwise in the AGREEMENT. STANDARD OF PRACTICE Services performed by lC under this AGREEMENT will be conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the surveying profession currently practicing in the same locality under similar conditions. No other representation, expressed or Implied, and no warranty or guarantee is Included or Intended in this AGREEMENT, or in any report, opinion, document, etc., prepared by 1C. BILUNG AND PAYMENT The CLIENT, recognizing that timely payment is a material part of the consideration of this AGREEMENT, shall pay JC for services performed in accordance with the rates and charges setforth herein. Invoices shall be submitted by JC an a monthly basis and the full amount shall bedue and payable to JC upon receipt. If the CLIENT objects to all or any portion of an Invoice, the CLIENT shall notify JC in writing within seven (7) calendar days of the Invoice date and pay that portion of the invoice not in dispute. The CLIENT shall pay an additional charge of 0.75% of the invoiced amount per month for any payment received by1C more than thirty (30) days from receipt of the invoice, excepting any portion of the invoiced amount in dispute and resolved in favor of the CLIENT. Payment thereafter shall be first applied to accrued interest and then to the principal unpaid amount. OWNERSHIP/REUSE OF DOCUMENTS NI documents, including original drawings, field notes, and data provided or furnished by 1C pursuant to this AGREEMENT are instruments of service in respect to the Project and 1C shall retain ownership and property interest therein whether or not the project is completed. The CLIENT may make and retain copies for the use of the Project by the CLIENT and others., however, such documents are not intended or suitable for reuse by the CLIENT or others on extensions of the Project or on any other Project. Any such reuse without written approval or adaptation by JC for the specific purpose Intended shall be at the CLIENT'S sole risk and without liability to 1C, and the CLIENT shall Indemnify and hold harmless JC from all claims, damages, losses, and expenses including attorneys fees arising out of or resulting therefrom. INSURANCE JC agrees to maintain Workers' Compensation Insurance to cover all of Its own personnel engaged In performing services for the CLIENT under this AGREEMENT. LIMITATION OF LIABILITY JC agrees to carry out and perform the services herein agreed to in a professional and competent manner. The CLIENTagrees thatJC shall not be liable for error, omission, or breach of warranty (either expressed at Implied) in the preparation of drawings, preparation of surveys, or the performance of any othersertdces In connection with any assignment for which specific authorization is given by CLIENT under this agreement, except to the extent that befalls to exercise the usual degree of care and Judgment of an ordinarily prudent surveyor in the some or similar circumstances or conditions. In order for the CLIENT to obtain the benefit of a fee which includes a lesser allowance for risk funding, the CLIENT agrees to iimitX s liability arising from JC's professional acts, errors oramissfans such that the total aggregate liability ofJCshag not exceed JC's total fee for the services rendered on this project. i 1 v:�ma oa-ze-Is-Pea INDEMNIFICATION JCagrees, to the fullest extent permitted by law, to indemnify and hold the CLIENT harmlessfrom any damage, liability, or cast (including reasonable attorney's fees and costs of defense) to the extent caused by JC's negligent acts, errors, or omissions In the performance of professional services under this AGREEMENT including anyone for whom 1C Is legally liable. the CLIENT agrees, to the fullest extent permitted by law, to indemnify and hold JC harmless from any damage, liability, or cost (including reasonable attorneys' fees and costs of defense) to the extent caused by the CLIENT'S negligent acts, errors, or omissions and those of his or her contractors, subcontractors or consultants, or anyone for whom the CLIENT is legally liable, and arising from the Project that is the subject of this AGREEMENT. JC Is not obligated to indemnify the CLIENT in any manner whatsoever for the CLIENT'S own negligence. CONSEQUENTIAL DAMAGES The CLIENTsholl not be liable toJC and JCsholl not be liable to the CLIENT foranyconsequentfaidamages Incurred by eftherdue to the fault of the other, regardless of the nature of thh fault, or whether It was committed by the CLIENTorJC employees agents, or Subcontractors. Consequential Damages include butane not limited to loss of use and loss of profit. TERMINATION This AGREEMENT may be terminated with or without cause at any time prior to completion of JC's services either by the CLIENT or by1C, upon seven (7) days written notice to the other at the address of record. Termination shall release each partfrom all obligation of this AGREEMENT except compensation payable to JC for services rendered prior to Termination. Compensation payable at termination shall include payment for services rendered and costs Incurred up to the termination date in accordance with 1C's currently effective hourly rate schedule and direct expense reimbursement policy. Sl1CCESSORS AND ASSIGNS CLIENT and 1C each binds himself, and his partners, successors, executors, administrators, and assigns to the other party of this AGREEMENT and to partners, successors, executors, administrators, and assigns of such other party in respect to all covenants of this AGREEMENT. Neither CLIENT norJC shall assign, sublet, or transfer his (merest in this AGREEMENT, without written consent of the other. Nothing contained herein shall be construed as giving any rights or benefits hereunder to anyone other than the CLIENT and IC, SEVERABIUTY Any provision or part of the AGREEMENT held to be void or unenforceable under any law or regulation shall be deemed stricken and al I remaining provisions shall continue to be valid and binding upon the CLIENT and 1C, who agree that the AGREEMENT shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. SPECIAL PROVISIONS The amount of an excise, VAT, gross receipts, or sales tax that may be Imposed shall be added to the compensation as stated In the proposal. CONTROLLING LAW This AGREEMENT shall be governed by the laws of the State of Texas. I RABA Proposal No. PSF17-209-00 ' K I S T N E R June 12, 2017 ■NVIRONMENTAL Raba Kistner Environmental, Inc. 12821 W. Golden Lane Mr. Richard Watkins, CIPM San Antonio, TX 78249 Project Manager P.O. Box 690287 Department of Public Works, Engineering Division San Antonio, TX 78269-0287 City of Friendswood www.rkchcom 1306 Deepwood Drive P 210:: 699:: 9090 Friendswood, Texas 77546 F 210:: 699:: 6426 TBPE Firm F-3257 RE: Phase I Environmental Site Assessment Proposal Three Tracts of Land - Friendswood Activities Center 416 Morningside Drive, 408 E. Willowick Avenue, and 109 E. Willowick Avenue Friendswood, Texas Dear Mr. Watkins: Pursuant to your request, Raba Kistner Environmental, Inc. (RKEI) is pleased to submit this proposal for a Phase I Environmental Site Assessment (ESA-1) to the City of Friendswood (CLIENT) for the above - referenced property, which is currently comprised of three contiguous tracts of land, which may be ( redeveloped for use with a renovated Friendswood Activities Center. RKEI understands that the existing 8,213 square foot structure may be renovated with a 20,000 square foot addition, with the remaining two lots under consideration for sale. Rtl:l'Ic�i� The purpose of this proposal is to define the scope of work, cost, limitations, and terms and conditions associated with completing the ESA -I for the above -referenced site. The American Society for Testing and Materials (ASTM) E 1527-13, Standard Practice for Environmental Site Assessments; Phase I Environmental Site Assessment Process, will be used as a guidance document for the performance of the ESA -I. This standard is consistent and compliant with the Environmental Protection Agency's All Appropriate Inquiry (AAI) Rule and may be used to comply with the provisions of the All Appropriate Inquiry Final Rule. The objective of the ESA-1 is to evaluate historical and present uses of the site for evidence of impacts by hazardous substances regulated under the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) and petroleum products to permit the CLIENT to satisfy one of the requirements to qualify for the 'innocent landowner defense, contiguous property owner, or bona fide prospective purchaser" to CERCLA liability. The ESA-1 will be conducted by an environmental professional meeting requirements as set forth in 40 CFR §312.10(b) under standards of good commercial and customary practices that constitute "appropriate inquiry into the previous ownership and uses of the property" as defined in 42 USC § 9601(35)(B). SCOPE OF WORK The scope of work for the ESA -I include the following components as a minimum: ' San Antonio • Austin 9 Brownsville . Corpus Christi • Dallas • Houston • McAllen • Mexico . Salt Lake City Proposal No.PSF17-209-00 June 12, 2017 Review of Existing Data and Records Review of Records and Resource Materials: RKEI will review reasonably ascertainable pertinent records and resource materials that are practically reviewable within the cost and time constraints of the ESA -I. Federal, state, local, and facility records will be evaluated for environmentally significant information regarding the site and documented facilities or incidents within the approximate minimum search distance established by the environmental professional in accordance with the ASTM standard. Review of Recorded Land Title Records: RKEI will review records of fee ownership, leases, land contracts, easements, liens, and other encumbrances on or of the property as provided by CLIENT or owner, for the purpose of identifying past owners or operators on the site who may have been involved in activities known or reported to include the generation, handling, or disposal of hazardous waste. Site Reconnaissance RKEI will perform a site reconnaissance in an attempt to identify recognized environmental conditions in connection with the properties. The environmental professional shall visually and physically ( observe the property, and any structure(s) located on the property not obstructed by bodies of water, adjacent buildings, or other obstacles for environmental hazards and conditions related to the property. The adjoining properties, structures, and potential recognizable environmental hazards and conditions of the property shall be observed visually from all adjacent public thoroughfares, roads, or access points, as well as subject property. The extent of the site reconnaissance is subject to limiting conditions such as weather, impassable obstacles, or access restricted by owners or occupants. Interviews In order to comply with the AAI rules, it is mandatory for RKEI to conduct interviews with current owners) and occupants) of the subject property. Should the CLIENT not wish RKEI to contact current or past owners or occupants, the CLIENT shall notify RKEI in writing. Additional interviews will be conducted with parties such as current and past facility managers, past owners, operators or occupants of the property, and employees of the government, environmental regulatory personnel, fire department personnel, health department personnel, and occupants or owners of adjoining properties or operations as necessary and or practical to meet the objectives and performance factors of the AAI rule. Interviews include inquiries in person, by telephone, or by written correspondence. Information from interviews shall be documented including persons interviewed, date and time of the interview, and information provided. In the event an interview is not possible, this possible data gap will be discussed in the report. Findings Evaluation and Report Preparation The final report of the ESA -I will include: 1) documentation of information sources; 2) the facts and description of environmental conditions relevant to the site; 3) the identity and qualifications of the RABAKISTNER Proposal NO.PSF17-209-00 June 12, 2017 3 environmental professionals) involved in the performance of the ESA -I, including signed declarations; 4) the opinion by the environmental professional of the impact of recognized environmental conditions in connection with the property; and 5) recommendations for further action if deemed warranted. LIMITATIONS The ESA -I is a limited inquiry into the environmental characteristics of the property. It includes an opinion on the existence of regulated environmental conditions and contamination (e.g., hazardous substances and petroleum products) by an environmental professional based upon visual inspection and an examination of readily available public and facility records, interviews with people knowledgeable about the site. ASTM E 1527-13 defines "recognized environmental conditions" as "the presence or likely presence of any hazardous substances or petroleum products in, on or at the property; (1) due to release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment. De minimis conditions are not recognized environmental conditions." This ESA -I does not include intrusive investigations or sampling or analyses of any kind unless authorized as additional scope considerations. Furthermore, the location or identification of undocumented buried tanks or concealed wastes, hidden conditions, and subsurface conditions are not included. Items to be Provided by CLIENT 1. Legal description of the property, preferably Commitment for Title Insurance and/or 50-year chain -of -title run, if applicable. 2. Copy of the latest Survey Plat or Site Plan of the property and current Floor Plans, if applicable. 3. Copies or access to copies of reports of previous studies of the site especially: a. Geotechnical reports. b. Environmental permits. c. Records with respect to all previous environmental studies or remediation, including but not limited to, asbestos surveys. 4. Provision for access to site and tenant spaces on a schedule agreed upon by CLIENT and contact information for current and past owners and occupants as available. 5. The CLIENT is asked to complete an RKEI provided questionnaire. Failure to complete this questionnaire could result in a data gap. U.S. Small Business Administration (SBA) Loans &Third Party Reliance Due to requirements developed by the SBA as a result of SOP50-10[5] effective June 2008 (revised March 2009), RKEI cannot extend reliance on the ESA -I report to the SBA or its development company loan programs (a.k.a. Certified Development Company [CDC]), should CLIENT seek funding through the SBA or its CDC under an SBA 7(a) and 504 loan program; however, reliance may be RABAKISTNER Proposal 140.PSF17-209-00 June 12, 2017 0 extended to parties pursuing loan options other than SBA -related programs provided third party agrees to RKEI's standard terms and conditions and a fee of $25002. Reliance on the information provided in a ESA -I report for the purposes of conducting "All Appropriate Inquiry" (AAI) is subject to the conditions in ASTM E 1527-13 §4.6 describing the continued viability of an ESA -I. In general, RKEI will not extend reliance or liability on the information provided in the ESA-1 report beyond ASTM E-1527's "shelf life" requirements, currently 180 days, unless an update assessment has been performed by RKEI. ADDITIONAL BUSINESS ENVIRONMENTAL RISK CONSIDERATIONS The ESA -I is not intended to be a detailed study to identify or quantify all potential environmental concerns. Other issues not Included within the standard ESA-1 scope of work, but which may be performed as additional scope services include, but are not limited to, the investigation and/or evaluation of asbestos -containing building materials (ACBM), lead -based paint, lead and other contaminants in drinking water, radon gas, indoor air quality, or ecological, cultural and historical resources (i.e., threatened or endangered species, archeological resources, sole source aquifers, etc.). Such factors could pose an additional "business environmental risk' to parties involved and can also be evaluated in conjunction with, or supplemental to the ESA -I. No additional business environmental risk considerations are proposed for the ESA -I at this time. COST AND DURATION We will provide the above scope of service for a LUMP SUM FEE of S6,900.00 (52.300 per tract). We are prepared to initiate this project immediately after we receive written authorization to proceed and anticipate that we can complete the scope of work described above within four weeks after we receive written authorization to proceed. This fee does not include intrusive investigations, sampling, or analyses of any kind, unless authorized as additional scope considerations. Additional services, if requested, will be billed in accordance with our standard fees for professional services, as indicated on the attached Schedule of Fees. As part of this scope a separate ESA -I will be performed for each of the three continuous tracts of land. We will issue one electronic copy of the report addressed to the undersigned for each physically addressed property (three separate ESA -I reports). Should the undersigned wish to receive one copy of the report, please indicate so by initialing here: . If other parties wish to rely on the ESA -I reports, please have them contact us so that a mutual understanding and agreement of the terms and conditions for our services can be established prior to their use of this information. ACCEPTANCE We appreciate the opportunity of submitting this proposal and look forward to working with you in the development of this project. This proposal and the attachments listed below constitute the contract � 1 Proposal No.PSF17-209-00 June 12, 2017 S between us. Please sign below as your acceptance of this contract and to authorize RKEI to proceed with this project. Attachment Description I Standard Terms and Conditions II Schedule of Fees for Professional Services Our invoices are due and payable upon receipt at P.O. Box 971037, Dallas, Texas 75397-1037. All parties hereby agree that this contract upon acceptance will be performable in Bexar County, Texas. RKEI considers the data and information contained in this proposal to be proprietary. This statement of qualifications and any information contained herein shall not be disclosed and shall not be duplicated or used in whole or in part for any purpose other than to evaluate this proposal. Very truly yours, RAGA KIST�NER�ENV�IRONMENTAL, INC. Brian D. Strye, M.S. Environmental Project Manager BDS/srw Accepted (Signature) (Typed or Printed Name) Attachments: I —Standard Terms and Conditions II —Schedule of Fees for Professional Services Copies Submitted: Above (1 Electronic PDF Copy) RABAKISTNER Proposal No.PSF17-209-00 June 12, 2017 K S NER STANDARD TERMS AND CONDITIONS SERVICES. Raba Kistner, Inc., by antl through one of its subsidlaries (Raba Kistner Consultants, Inc., Raba Kistner Environmental, Inc., Raba Kistner Facilities, Inc. or Raba Klstner Infrastructure, Inc.) (the relevant subsidiary, being engaged to provide the services to CLIENT in connection with the delivery of Ihis instrument, is referred to as "RK' herein) is being engaged by the CLIENT to render professional services ('Services') involving only RK's advice, judgment and opinion. RK may subcontract all or a portion of the Services performed hereunder. RK shall apply professional judgment in determining the extent to which RK complies with any given standard identified in RK's Instruments of professional services. CLIENT expressly acknowledges that RK makes no warranties or guarantees, expressed or implied, regarding the Services. 2. INFORMATION PROVIDED 8Y CLIENT. CLIENT may provitle or diMC t RK to utilize or rely upon certain intonnagon ('CLIENT Information') in the performance of RK's services. RK shall be entitled to rely upon such CLIENT Information. RK will not conduct an independent evaluation of the accumcy or completeness of such CLIENT Information and shall not be responsible for any errors or omissions in such Information. . RK's report, as well as any recommendations, findings, and conclusions made by RK, are dependent on information received from CLIENT. Changes or modifications to the information provided by CLIENT can affect RK's evaluation, recommendations, findings and conclusions, and CLIENT agrees —as a material term of this Agreement —to notify RK immediately, in writing, if CLIENT becomes aware of any such changes or modifications, including changes to the size, scope, location, or other material characteristics of CLIENTS project. The CLIENT shall be responsible for providing the location of all underground utilities and other structures in the vicinity of RK borings or excavations. RK will not accept responsibility and will not be liable for affecting or damaging any underground utility, underground storage tank, or other subsurface condition not previously identified and located, or improperly located, by the CLIENT, a utility, or a utility locating agency. SITE ACCESS AND SITE SAFETY. CLIENT shall provide dghl- of-entry to the buildings and sites which are the subjects of RK's services. CLIENT represents that it possesses authority for such fight -of -entry and that the building/site operator(s) possess the necessary permits and licenses for current activities at the site. RK shall be responsible for supervision and site safety measures of its own employees and subconsultanls, but shall not be responsible for the supervision or health and safety precautions of any other parties, including CLIENT, CLIENT'S contractors, subcontractors, or other parties present at the site. 4. SUBSURFACE EXPLORATIONS. Subsurface conditions throughout the site may vary from those depleted on logs of tliscrete borings, test pits, or other exploratory services. CLIENT understands RK's layout of boring and test locations is approximate and that RK may deviate a reasonable distance from those locations. RK will take reasonable precautions to reduce damage to the site when performing services; however, CLIENT accepts that invasive services such as drilling or sampling may damage or alter the site. Site maturation is not provided unless specifically included in the scope of services. 5. CHANGED CONDITIONS, if, during the term of this Agreement, circumstances or conditions that were not originally contemplated I � by or known to RK are uncovered or revealed, to the extent that they affect the scope of services, compensation, schedule, Attachment I allocation of risks or other material terms of this Agreement, RK may call for renegotiation of appropriate portions of this Agreement. RK shall notify the CLIENT of the changed conditions necessitating renegotiation, and RK and the CLIENT shall promptly and in good faith enter into renegotiation of this Agreement to atltlress the changed conditions. If changes cannot be agreed to with respect to changed conditions, the parties shall utilize the Dispute Resolution/Litigation procedures in this Agreement. TESTING AND OBSERVATIONS. CLIENT understands that testing and observation are discrete sampling procedures, and that such procedures indicate conditions only at the depths, locations, and times the procedures were performed. RK will provide test resuIts and opinions based on tests and field observations only for the work tested. CLIENT understands that testing and observation are not continuous or exhaustive, and are conducted to reduce — not eliminate —project risk. CLIENT agrees to the level or amount of testing performed and the associated risk. CLIENT Is responsible (even if delegated to contractor) for notifying and scheduling RK so RK can perform these services. RK shall not be responsible for the quality and completeness of contractor's work or their adherence to the project documents, and RK's pertormance of testing and observation services shall not relieve contactor in any way from Its responsibility for defects discovered in its work, or create a warranty or guarantee. CLIENT acknowledges that RK will not supervise or direct the work performed by contractor or its subcontractors and is not responsible for their means and methods. ESTIMATE OF FEES FOR CONSTRUCTION AND MATERIALS TESTING SERVICES. If included as part of RK's proposal, RK will, to the best of its ability, perform the scope of services related to Construction and Materials Testing Services within the proposed fee estimate provided by RK. RK's proposal fees are based upon an estimate of the services required to meet the specifications for the project and following generally accepted engineering practices. The CLIENT recognizes that unforeseen circumstances along with changes in scope and project/contractors schedules can influence the successful completion of the scope of services within the estimated proposed fees. Because the contractor has sole control over the project and determines the means and methods used to build/constmct the project, RK's service fees are estimates and not lump sum or guaranteed maximum fees. The CLIENT is fully responsible for payment of all services provided, Including retests of ontreclors failed areas. REPORTS. RK may provide CLIENT with written reports in connection with the Services performed. Such reports will present such findings and contusions as RK may reasonably make with the information gathered while performing its services, and provided by CLIENT. The reports may be copied for inclusion in other documents related to the project provided it Is reproduced in its entirety; however reports and other instruments of service are prepared for, and made available for, the sole use of the CLIENT, and the contents thereof may not be used or relied upon by others out the express written authorization of RK. Any unauthorized use or distribution shall be at the CLIENT's sole risk and without liability to RK.. 9. TOXIC AND HAZARDOUS MATERIALS. CLIENT shall provide RK with all information within CLIENT'S possession or knowledge as to the potential or presence of toxic or hazardous materials or pollutants at the site. CLIENT agrees that RK neither created nor contributed to the creation or existence of any toxic or hazardous Page 1 of 3 ADM10007/31/2013 Proposal No. PSF17-209-00 June 12,2017 materials or pollutants. In no event shall RK be required to sign a hazardous waste manifest or take ownership of any toxic or hazardous materials or pollutants. If unanticipated toxic or hazardous materials or pollutants are encountered while performing RK's services, RK reserves the right to slop field operations and notify the CLIENT and CLIENT assumes responsibility to notify appropriate regulatory agencies. RK and CLIENT must mutually agree to remobilize. 10. NO THIRD -PARTY BENEFICIARIES. The services and any report(s) prepared under this Agreement are for the sole benefit and sole use of CLIENT and are not for the use of any other party or person. Only CLIENT may rely upon the services and any report or work product. Nothing in this Agreement, or any subsequent amendments or modifications, or in any report issued under this Agreement, shall create a contractual relationship with or a cause of action in the favor of any third party against either RK or CLIENT. If CLIENT provides a copy of any report prepared by RK to others, it shall advise the recipient that the information contained in the report is provided for information only and is not to be relied upon by third parties. 11. LEED PROJECTS. Unless specifically addressed elsewhere in this agreement, RK has no responsibility or liability, including duty to defend or duty to indemnify, any parry (including but not limited to CLIENT, owner, owners agents, architects, engineers, contractors, construction managers, subcontractors) for the LEED certification process Including: developing, producing, or retaining any documentation relating to the calculation of LEED points; and attainment of LEED certification points or LEED ratings. Attachment I suspension. Upon payment in full by the CLIENT, RK may resume services under this Agreement, and the time schedule and compensation shall be equitably adjusted to compensate for the period of suspension plus any other reasonable time and expense necessary for RK to resume performance. Payment of invoices shall not be subject to any discounts or set -offs by the CLIENT unless agreed to in writing by RK. Payment to RK for services rendered and expenses incurred will be due and payable regardless of any subsequent suspension or termination of this Agreement by either party. 17. WAIVER OF SUBROGATION. To the extent tlamages are covered by property insurance, or any other available insurance coverage, CLIENT and RK waive all rights against each other and against the contractors, consultants, agents and employees of the other for damages. CLIENT agrees that CLIENT shall procure, or cause to be procured builders risk Insurance or other property insurance for its project. RK and CLIENT waive all rights against each other and any of their consultants, contractors, subcontractors, sub -subcontractors, agents, and employees, for damages caused by Ore, flood, or other causes of loss to the extent covered by CLIENT's or CLIENTS Contractors builders risk Insurance, or other available insurance coverage. The policies shall provide waivers of subrogation by endorsement or otherwise. CLIENT shall require of Its contractors, consultants, agents and employees similar waivers in favor of RK and its subconsultants. A waiver of subrogation shall be effective as to a person or entity even though that person or entity would otherwise have a duty of indemnificallon, contractual or otherwise, did not pay the Insurance premium directly or indirectly, and whether or not the person or entity had an insurable interest in the property damaged. 12. STANDARD OF CARE. RK shall perform its professional services in accordance with the slantlartl of care and diligence normally 18. 13. RISK ALLOCATION. RK will be responsible only for its own work, and that of its sub -consultants, and not for tlefecls in the work designed or built by others. 14. LIMITATION OF LIABILITY. CLIENT AND RK HAVE EVALUATED THE RISKS AND REWARDS ASSOCIATED WITH THIS PROJECT, INCLUDING RK'S FEE RELATIVE TO THE RISKS ASSUMED, AND AGREE TO ALLOCATE CERTAIN OF THE RISKS SO, TO THE FULLEST EXTENT PERMITTED BY LAW, THE TOTAL AGGREGATE LIABILITY OF RK (AND ITS RELATED ENTITIES, EMPLOYEES, OWNERS, AGENTS, AND REPRESENTATIVES) TO CLIENT (AND THIRD PARTIES GRANTED RELIANCE ON RWS WORK PRODUCT, OR OTHERWISE SEEKING RECOVERY UNDER THIS AGREEMENT) IS LIMITED TO THE GREATER OF $100,000 OR THE FEE PAID RK UNDER THIS AGREEMENT, FOR ANY AND ALL INJURIES, DAMAGES, CLAIMS, LOSSES, OR EXPENSES (INCLUDING ATTORNEY AND EXPERT FEES) ARISING OUT OF RK'S SERVICES OR THIS AGREEMENT REGARDLESS OF CAUSE(S) OR THE THEORY OF LIABILITY, 15. CONSEQUENTIAL DAMAGES. Neither CLIENT nor RK will be Ilable to the other for any special, consequential, indirect, incidental or penal losses or damages of any kind, nor will CLIENT or RK be liable to the other for losses, damages, or claims, regardless of how defined, related to: lost profits; unavailability of property or facilities; shutdowns or service interruptions; loss of use, , revenue, opportunity, or inventory; use charges, carrying costs, cost of substitute facilities, goods, or services; cost of capital, or claims of any other party and/or its customers. 18. SUSPENSION OF SERVICES. If the CLIENT fails to make payments when due or otherwise is in breach of this Agreement, I � RK may suspend performance of services upon seven (7) calendar days' notice to the CLIENT. RK shall have no liability whatsoever to the CLIENT for any costs or damages as a result of such OWNERSHIP OF DOCUMENTS. R-Ks reports, drawings, plans, Upon completion of the services, and payment in full of all monies due RK, CLIENT may retain copies of all such documents. THE INSTRUMENTS OF SERVICE ARE NOT INTENDED NOR REPRESENTED TO BE SUITABLE FOR REUSE ON EXTENSIONS, MODIFICATIONS, OR ADAPTATIONS OF THE PROJECT, OR ANY OTHER PROJECT, ANY REUSE OF SUCH DOCUMENTS, WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY RK FOR THE SPECIFIC PURPOSE INTENDED, WILL BE AT CLIENT'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO RK, AND CLIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY, DEFEND, AND HOLD HARMLESS RK, ITS OFFICERS, DIRECTORS, EMPLOYEES, AND CONSULTANTS AGAINST ALL CLAIMS, DAMAGES, LOSSES, AND EXPENSES (INCLUDING REASONABLE ATTORNEYS' FEES, DEFENSE COSTS, AND COURT COSTS) ARISING FROM OR ALLEGEDLY ARISING FROM OR IN ANY WAY CONNECTED WITH THE UNAUTHORIZED REUSE OR MODIFICATION OF THE DOCUMENTS BY CLIENT OR ANY PERSON OR ENTITY THAT ACQUIRES OR OBTAINS THE DOCUMENTS FROM OR THROUGH THE CLIENT WITHOUT THE WRITTEN AUTHORIZATION OF R-K REGARDLESS OF WHETHER SUCH CLAIMS, DEMANDS, OR ACTIONS ARE FOUNDED IN WHOLE OR IN PART UPON ALLEGED NEGLIGENCE OF RK, ITS OFFICERS, DIRECTORS, EMPLOYEES, OR CONSULTANTS. Parties other than CLIENT and RK may apply to use an inslmmenL using a form prepared by RK for that purpose. Others' use of an instrument shall be permiltetl only when CLIENT and RK both so agree; either shall have the right to forbid use by others. In Page 2 of 3 ADM100 07/31/2013 Proposal No. PSF17-209-00 June 12, 2017 additionI R-K shall make Its permission contingent upon the satisfaction of certain conditions when, in RK's professional judgment, such a contingency is necessary. 19. DISPUTE RESOLUTION/LITIGATION. All claims, disputes, and other controversy between RK and CLIENT arising out of or in any way related to the services provided by RK shall be submitted to mediation, before and as a condition precedent to other remedies provided by law. If a dispute at law arises related to these services and that dispute requires litigation as provided above, the CLIENT assents to personal jurisdiction in the State of Texas; the claim will be brought and tried in Bexar County, the county where We principal place of business Is located, and CLIENT waives the right to remove or transfer the action to any other county or jurisdiction. The prevailing party will be entitled to recovery of all court costs, attorneys' fees, and other legally recoverable claim -related expenses. As a condition precedent to mediation of any claim arising out of the services provided under this Agreement, CLIENT shall obtain the written opinion from a registered, independent, and reputable professional engineer that RK has violated the standard of care applicable to RK's performance of services, in a form that meets the requirements of Texas Civil Practice & Remedies Code Chapter 150. 20. TERMINATION OF CONTRACT. CLIENT and RK may terminate services at anytime upon ten (10) calendar days' written notice. In the event of termination, CLIENT agrees to fully compensate RK for services performed including reimbursable expenses through the termination dale, as well as reasonable demobilization expenses. RK will terminate services without waiving any claims or incurring any liability. 21. STATUTE OF LIMITATIONS. Any applicable statute of limitations will commence to mn and any cause of action shall be tleemed to have accrued not later than the earlier of the following: (1) the date of the report Issued by RK giving rise to the cause of action; (2) the I I, date on which RK issues its last report under this Agreement; of (3) If RK is retained to perform construction observation, the date of substantial completion of the project. 22. FORCE MAJEURE. Neither party shall be liable in damages or have the right to terminate this Agreement for any delay or default in performing hereunder if such delay or default is caused by conditions beyond its control (°Force MajeuW) including, but not limited to Acts of God, Government restrictions (including the denial or cancellation of any export or other necessary license), wars, insurrections and/or any other cause beyond the reasonable control of the party whose performance is affected. Force Ma)eure may not be claimed as a cause for delay in payment of money due and payable hereunder. 23. NO ASSIGNMENT. Neither RK nor CLIENT shall assign, sublet, or transfer its interest in this Agreement without the express written consent of the other. 24. SEVERABILITY, Each provision of this Agreement is intended to be severable. If any terms or provisions of this agreement shall be held to be Invalid, illegal, or unenforceable for any reason whatsoever, the validity, legality, and enforceability of the remaining provisions hereof shall remain in full force and effect and shall not in any way be affected or impaired thereby. Moreover, to the maximum extent allowed by law, the Parties hereto stipulate that any offending provisions will be modified or altered, as necessary, so as to give such provision the maximum permissible effect and application intended. 26. ENTIRE AGREEMENT. This Agreement, and all of its attachments, constitutes the entire, Integrated Agreement between the Parties to it, and this Agreement supersedes all other Agreements, oral or written between the Parties, concerning the subject set forth in this Agreement. This Agreement may not be amended except in writing, with that amendment being signed by both Parties. Attachment I Page 3 of 3 ADM70007/31/2013 Proposal No. PSF17-209-00 June12,2017 �a I KST� STNER SCHEDULE OF FEES FOR PROFESSIONAL SERVICES PERSONNEL: Principal............................................................................$135 to $250/hour Professional ............... .................................................... ... .$70 to $200/hour Auto Cad Operator.................................................$65 to $110/hour Technical/ClericaVAdministrative........ .............................. $40 to $80/hour Attachment II The specific hourly rate within each classification listed above depends on the experience, special training, and qualifications of the personnel needed for the project. For projects requiring work at any hazardous waste site, there will be a $10 per hour surcharge added to the normal billing rate for all personnel. Consultants to Raba Kistner IRK) will be charged according to their professional classification. EXPENSES: Use of company automobiles will be charged at $1.00 per mile. Automobiles and light trucks assigned to field sites will be charged at $70.00 per day, plus $1.00 per mile over 50 miles per day. Copies will be charged at $0.25 per page. Other project specific charges for use of RK equipment or for RK testing will be in accordance with established fee schedules. All other project specific, third -party costs will be charged at cost plus 15 percent. Invoices will be submitted monthly for work in progress in our standard format. They are due and payable upon receipt and become past due 30 days after the billing date. Past due invoices may be subject to late charges at the rate of 1-1/2 percent per month (18 percent per annum). In the event that the State of Texas legislates a sales tax on Professional Services, the amount of the tax will be PAYMENT added to the appropriate service rate charged. Our invoices are due and payable upon receipt at P.O. Box 971037, Dallas, Texas 75397-1037, Preparation of non-standard invoice will be charged on a time and materials basis in accordance with the rates in this fee schedule. CONDITIONS: Services will be performed in accordance with our Standard Terms and Conditions. The proposal to which this schedule is an attachment is valid for 90 days from the date of the proposal. Page 1 of 1 ADM101 02/08/2012 Y r c � °J o V Y V � Q � O 3 +� N �n 'L (O LL UJ LL 6$ �3 { / 0 00 \ � : 2 \ 0 6 ?: \ Q / /! o § \|§ Col §� | |� 10 \; | cao: CA f a a© a |) § | cc C (; r o ]; 6bm er )! ` §§\ CM / cla La � ca INC o LU Go z c cc0 mmn o� c z� � v o u >�00 4. Q� o vi o 3 4J t - v V) Li L Jlw�� /` N a0✓ • ,j 0 cc � � CID IOM co 2! 66s � e � � � coa 0 � 0 � � @ ~ 9 q q ) to � / e / ) / / \ 2 e Q & \ 0 \ / \ \ \ / = m _ q g / g / / \ 2 / e 7 § Cl § CD Cl \ \ ® \\// \\ §\ � c ) _ & t 8 k \ LD 3 / § § a)o o $ n t I { 3 » ° f 0 { ) t k W_ t ] § 7 E k \ ) e = 3 / \ 2 § S ) k / E g E \ ] 3 \ / / \ ƒ b { \ \ R me \ � < D \ V) \4� s a E e 3 LL /j 0 cc � 03 :11ME CM � 66m C 0 ca � � Go 0 � ca � & I G J C) G g 2 # m / m / \ $ \ ) 2 $ a \ 0 k \ \ \ M M CO § a $ Lo a / Lo Lo & \ % \ \ \ § \ \ \ \ / / [ \ \ 2 ^ \ y _ ) \ \ } _ § } � o / \ k j a)2 / E « G a 2 0 - g= § / LL * / a) a) k / \ { § ) } \ / \ f ƒ j # / k C k) k% f\ R \ / \ ) \ t I 292°) § I \§A o 7 m k LL m e e < / \� s a E 5 J / DUROTECH BUILDERS OF INTEGRITY PROJECT NO.: ESTIMATOR: 1ADM PROJECT NAME: Friendswood Senior ActIviY Center NO. OF STORIES: 1 OWNER: City of Fdendswood BOND REQ'D: VES ADDRESS: 641 Mornin side Dr, Fdendswood Texas BLDG USAGE: Municipal Meeting ARCHITECT: Joiner Architects FOUNDATION TYPE: SOG ESTIMATE DATE: May t2. 2017 STRUCTURE TYPE: Structural Steel PARKINGAREA: 66,000 ISF EXTERIOR SKIN: Brick Veneer TOTAL BUILDING AREA: 21,500 SF ROOF SYSTEM: TPO NEW BUILDING AREA: 12,500 SF SELECTIVE INTERIOR DEMO AREA 8900 SF RENOVATION BUILDING AREA 8900 ISF BUILDING DEMO AREA: 1600 SF SIDEWALKS 6710 SF SELECTIVE INTERIOR DEMO AND RENOVATION @ EXISTING BUILDING + 129500 S.F. NEW ADDITION NO, DESCRIPTION QTY. UNIT UNIT COST TOTAL COSTIBLDG AREA %COST OF TOTALJOB A. DIVISION 01 -GENERAL REQUIREMENTS: 1 JOB OVERHEAD 52 WK 61203.08 322,560 15.00 4.96% 2 TEMPORARYIGENERAL CONDITIONS 12 MO 11,518.68 138224 6.43 2.13% 3 EQUIPMENT 12 MO 2,987.50 35,850 1.67 0.55% 4 ADVERTISEMENTS 1 LS 2500.00 2500 0.12 0,04% SUB TOTAL GENERAL REQUIREMENTS>>> 499,134 23.22 7.68% B. DIVISION Ot -ALLOWANCES: 1 OWNER'S CONTINGENCY i LS 50,000.00 50,000 2.33 0.77% 2 CONTRACTOR'S CONTINGENCY 1 LS 501000.00 50,000 2.33 0.77% 3 INSTALL OWNER FURNISHED ITEMS ALLOWANCE 1 LS 10000.00 10,000 0.47 0.15% 4 TEMPORARY TRAFFIC CONTROLS ALLOWANCE 1 LS 31000.00 3 000 0.14 0.05% 5 ASBESTOS REMEDIATION ALLOWANCE 1 LS 20,000.00 20000 0.93 0.31% 6 ARCHITECTURAL MILLWORK ALLOWANCE 1 LS 75,000.00 75,000 3.49 1.15% 7 EXTERIOR SIGNAGE/MONUMENT ALLOWANCE 1 LS 20000.00 20,000 0.93 0.31% 8 FOOD SERVICE EQUIPMENT ALLOWANCE 1 LS 50 000.00 50 000 2.33 0.77% 9 IGYM EQUIPMENT ALLOWANCE 1 LS 401000.00 401000 1 1.86 0.62% 10 STRUCTURED CABLING ALLOWANCE 1 LS 40000.00 40000 1.86 0.62% 11 INTEGRATED AfV SYSTEMS ALLOWANCE 1 LS 20,000.00 20000 0,93 0.31% 12 LOCAL SOUND SYSTEM ALLOWANCE 1 LS 20 000.00 2,00000 0.93 0.31% 13 ACCESSIINTRUSION DETECTION ALLOWANCE 1 LS 15000.00 15,000 0.70 0.23% 14 14 VIDEO SURVEILLANCE ALLOWANCE LS 15000.00 15000 0.70 0.23% 15 LANDSCAPE ALLOWANCE 1 LS 75000.00 75000 3.49 1,15% 16 IRRIGATION ALLOWANCE 1 LS 40,000.00 40,000 1.86 - 0,62% SUB TOTAL ALLOWANCES>>> 543000 25.26 8.36% C. DIVISION 02 - EXISTING CONDITIONS 1 SURVEY i LS 5000.00 5 000 023 0.08% 2 GEOTECHNICAL INVESTIGATIONS BY OWNER 0 0.00 0.00% 3 SITE PAVING DEMOLITION 58,900 SF 0.55 32 250 1.60 0.50% 4 SELECTIVE INTERIOR DEMOLITION 8,900 SF 6.00 53,400 2.48 0.82% 5 STRUCTURE DEMOLITION 1 1 600 SF 4.50 7 200 0.33 0.11% SUBTOTAL EXISTING CONDITIONS>>> 97850 4.55 1.51% 0. DIVISION 03 - CONCRETE 1 SUPERVISION, LAYOUT ENGINEERING 3 MO 19435.87 58,308 2.71 0,90% 2 PIER DRILLING 30 EA 125.00 3750 0.17 0.06% 3 PIER CONCRETE 30 FA 650.00 19,500 0.91 0.30% 4 GRADE BEAMS -EXTERIOR 550 LF 65.00 35 750 1,66 0.55% 5 GRADE BEAMS -INTERIOR 180 LF 55,00 9900 0.46 0.15% 6 SLAB ON GRADE 12,600 SF 5.60 69 300 3.22 1.07% 7 CONCRETE EQUIPMENT 12,600 SF 0.50 6 300 0.29 0.10% 8 DEWATERING/PUMPS 3 MO 600.00 1800 0.08 0.030/o 9 IMEP PADS 1 1 300 SF 4.75 1 1 425 1 0.07 0.020/a 10 IPIER DRILLING - LIGHT POLE 12 FA 125.00 1 600 1 0.07 0.02% 11 PIER CONCRETE - LIGHT POLE 12 FA 650.00 7 600 0.36 0.12% 12 CONCRETE PAVING 6" 55 000 SF 5.25 288,750 13.43 4.44% 13 17' GENERATOR PAD 50 SF 8.50 425 0.02 0.01% 14 8"- DUMPSTER PAD 200 SF 7.00 1 400 0,07 0.02% 15 SIDEWALKS 8710 SF 6.60 36905 1,72 0.67% 16 HANDICAP RAMPS 6 EA 650.00 3.900 0,18 0.06% rytra, ra�vzrn, r�.�ea �. [.>t U:a>r xy � NO. DESCRIPTION QTY. UNIT UNIT COST TOTAL COSTIBLDG AREA %COST OF TOTALJOB 17 EXTRUDED CURBS 11500 LF 5.00 7,500 0.35 0.12% 18 MONUMENT SIGN FOOTING 1 EA 2500.00 2,500 0.12 0.04% 19 FLAG POLE FOOTINGS 2 EA 500.00 13000 0.05 0.02% 20 ACCESSORIES 1 LS 2000.00 2000 0.09 0.03% 21 MISCELLANEOUS CONCRETE 1 LS 5000.00 51000 0.23 0.08% SUBTOTAL CONCRETE>>> 608 405 23.55 7.79% E. DIVISION 04-MASONRY 1 BRICK MASONRY MODULAR BRICK 9,728 SF 18.00 175,111 8,14 2.70% 2 IMASONRY DUMPSTERS 1 LS 3500.00 1 3,500 0.18 0.05% SUB TOTAL MASONRY>>> 178 811 8,31 2.76% F. DIVISION 05-METALS 1 STRUTURAL STEEL FABRICATION 12,600 SF 15.40 194,040 9.03 2.99% 2 STRUCTURAL STEEL ERECTION 12,600 SF 8.80 11000 6.16 1.71% 3 MISC. METALS 123600 SF 1.00 12,600 0.59 0.19% 4 ROOF DRAIN SUPPORT FRAMES 8 EA 250.00 23000 0.09 0.03% 5 ROOF HATCH SUPPORT FRAMES 1 EA 250.00 250 0.01 0.00% 6 ROOF LADDER 1 EA 800.00 800 0.04 0.01 % 7 HANDRAILS 1 LS 7500.00 7,500 0.35 0.12% SUB TOTAL METALS>>> 326070 16,26 5.050A G. DIVISION O6 - WOOD PLASTICS & COMPOSITES 1 ROOF BLOCKING/CARPENTRY 21,500 SF 1.00 21,500 1.00 0.33% 2 INTERIOR BLOCKING/CARPENTRY 21,500 SF 0.50 10750 0.50 0.17% 3 ARCHITECTURAL MILLWORK IALLOWANCE 0 0,00 0.00/ SUB TOTAL WOOD PLASTICS & COMPOSITES >>> 32,250 1.60 0.50% H. DIVISION 07 - THERMAL & MOISTURE PROTECTION 1 DAMPPROOFING/MEMBRANE AIR BARRIERS 9728 SF 2.50P290,260 321 1.13 0.37% 2 PAVEMENT SEALANTS 55,000 SF 0.15 250 0.38 0.13% 3 INTERIOR BULDING SEALANTS 1 LS 2000.00,000 0.09 0.03% 4 EXTERIOR BULDING SEALANTS 1 LS 2000.00 000 0.09 0.03% 5 FLEXIBLE MEMBRANE FLASHING 3407 SF 2.00813 0.32 0.10% 6 RIGID INSULATION 91728 SF 1.00,728 0.45 0.15% 7 THERMAL GATT INSULATION 9728 SF 1.00728 0,45 0.16% 8 ROOF/DECK INSULATION 21,500 SF 2.75 125 2.75 0.91 % 9 MEMBRANE ROOFING SYSTEM 21 500 SF 13.50 13.60 4,47% 10 TECTUM INSULATED DECK GYM 7,703 SF 16.50 127,104 6.91 1.96% 11 ROOF HATCH 1 EA 2500.00 1 2,500 0.12 0.04% 12 IFIRESTOPPING 1 LS 4000.00 1 4000 0.19 0,06% SUB TOTAL THERMAL & MOISTURE PROTECTION >>> 545,821 25,39 8.40% I. DIVISION 08-OPENINGS 1 DOORS, FRAMES, HARDWARE, INSTALLATION 30 LV 1850.00 55 500 2.58 0.850/ 2 ACCESS DOORS & PANELS 1 4 EA 225.00 900 0,04 0,01 % 3 IMPACT RESISTANT STOREFRONTIGLAZING 1635 SF 75.00 122621 5.70 1.89% 4 EXTERIOR GLASS ENTRY DOORS 1 9 LV 2100.00 18 900 0.88 0.29% 5 INTERIOR ALUMINUM STOREFRONT 1 189 SF 65.00 10 395 0.48 0.16% 6 INTERIOR ALUMIGLASS DOORS 1 2 LV 1850.00 3 700 0.17 0.08% 7 MIRRORS 360 SF 16.00 5760 0.27 0.09% SUB TOTAL OPENINGS>>> 217 778 10.13 3.35% J. DIVISION 09 -FINISHES 1 EXTERIOR GYPSUM SHEATHING 9,728 SF 2.00 19 457 0.90 0.30% 2 DRYWALL PART/FRAMING AT PERIMETER 9728 SF 4,50 43778 2,04 0.67% 3 DRYWALL PART/FRAMING AT INTERIOR 25337 SF 3.75 95013 4.42 1.46% 4 SOUND INSULATION 12,668 SF 0.75 9 501 0.44 0.150/0 5 DRYWALLCEILINGS 1194 SF 4.00 4774 0.22 0.07% 6 2"X2"CERAMIC TILE FLOORS 957 SF 9.00 81613 0.40 0.13% 7 CERAMIC TILE BASE 252 LF 10.00 2 519 0.12 0.04% 8 CERAMIC TILE WALLS 2,267 SF 9.00 20 404 0.95 0.31% 9 12" X 12" PORCELAIN FLOOR TILE 2 168 SF 9.00 19,424 1 0.90 0.30% 10 IQUARRY FLOOR TILE 628 SF 9.00 6,663 0.26 0,09% I 11 QUARRY BASE 183 SF 10.00 18 0.08 0.03% 12 ACOUSTICAL CEILING 14,098 SF 3.00 42 293 1.97 6.65% 13 VCT 7 310 SF 2.60 18 274 0.85 1 0.28% 11 CARPET 270 Sy 32.00 8624 0,40 1 0.13/ I y71 d:l Lb�'r'GZ�TII:I� � d:Lq:[�1;7:i17 �91 NO, DESCRIPTION QTY. UNIT UNIT COST TOTAL COSTIBLDG AREA %COST OF TOTAL JOB 12 RUBBER BASE 13 111 SF 1.25 16,389 0.76 0.25% 13 WOOD ATHLETIC FLOORING 7,703 SF 15.50 119,401 5.55 1.84% 14 FLOOR PREPARATION 12,271 SF 0.66 81082 0.38 0.12% 12 FLOOR PROTECTION 12271 SF 1.00 12232 0.57 0.19% 13 PAINT GYP CEILINGS 1,194 SF 2.00 2 387 0.11 0.04% 14 PAINT DRYWALL 31,342 SF 0.75 23507 1.09 0.36% 15 PAINT TECTUM DECK 0 GYM 7,703 SF 2.50 19,258 0,90 0.30% 13 PAINT DOORS FRAMES 30 EA 76.00 2,250 0.10 0,03% 14 PAINT EXPOSED STRUCTURES 131 SF 2.00 275 0.01 0.00% 15 CONCRETE FLOOR SEALER 138 SF 2.75 378 0.02 0.01% SUB TOTAL FINISHES »> 504,311 23,46 7,76% K. DIVISION 10 -SPECIALTIES 1 MARKERBOARDS 5 EA 650.00 3,250 0,15 0.050/0 2 TACK BOARDS 5 EA 450.00 2,260 0.10 0.03% 3 DISPLAY CASES 1 EA 4500.00 4 500 0.21 0.07% 4 BUILDING DIRECTORIES 1 EA 1000.00 11000 0.05 0.02% 5 ROOM SIGNS 29 EA 185.00 51365 0,25 0.08% 6 EXTERIOR SIGNAGE ALLOWANCE 0 0.00 0.O00/0 7 MONUMENTSIGN ALLOWANCE 0 0.00 0.00% 8 TOILET COMPARTMENTS 9 EA 900.00 8100 0.38 0.12% 8 JOPERABLE PARTITIONS 3 EA 6500.00 19,500 0.91 0.30% 10 TOILET ACCESSORIES 1 LS 6900.00 8900 0.32 0.11% 11 KNOX BOX 1 EA 1000.00 1 000 0.05 0,02% 12 FIRE EXTINGUISHERS & CABINETS 12 EA 275.00 3 300 0.16 0.05% 13 DEFIBRILLATOR CABINETS 2 EA 750.00 10500 0.07 0.02% 14 ALUMINUM CANOPIES 660 SF 55.00 36,300 1.69 0.56% 15 FLAGPOLES 2 EA 3500.00 7000 0.33 0.11% SUB TOTAL SPECIALTIES »> 99 965 4,66 1.54076 L. DIVISION 11 • EQUIPMENT 1 FOODSERVICE EQUIPMENT ALLOWANCE LS 0 0.02 0.00% 2 ELECTRIC'PROJECTION SCREENS I 4 EA 1 2500.00 1 10000 1 0.47 0.15% 3 ATHLETIC EQUIPMENT ALLOWANCE ILS 0 0.00 0.00% SUB TOTAL EQUIPMENT »> 10,000 0,47 0.15% M. DIVISION 12 -FURNISHINGS 1 BLINDS i LS 4600.00 4 500 0,21 0.07% 2 BICYCLE RACKS 1 1 IEA 1200.00 1 1 200 0,06 0.020A 3 SITE TRASH RECEPTACLES 4 lEA 550.001 2,200 0.10 0,03% SUB TOTAL FURNISHINOS>>> 7 900 0.37 0.120/c N. DIVISION 21 - FIRE SUPPRESSION a 1 FIRE SPRINKLER 21600 ISF 3.50 75250 3.50 1.16% I I SUB TOTAL FIRE SUPPRESSION »> 76,260 3,60 1.180/0 O. DIVISION 22 • PLUMBING 1 PLUMBING 219500 SF 14.00 301,000 14.00 4.63% 2 ISITE GAS DISTRIBUTION 1 LS 5000.00 1 5,000 0.23 0.08% SUB TOTAL PLUMBING »> 306,000 14.23 4,71% P. IDIVISION 23 - HVAC 1 IHVAC 1 21,600 ISF 122.00 1 473,000 22.00 7.28% 2 JHVAC FILTER CHANGES 1 ILS 1 1500.00 115001 0.07 0,02% SUB TOTAL HVAC »> 474 600 22,07 7,30% O. DIVISION 26 -ELECTRICAL 1 ELECTRICAL 21,500 SF 28.00 602,000 28.00 9.27% 2 GENERATOR ASSEMBLIES 1 EA 100000.00 100 000 4.65 1.54% 3 CONCRETE DUCT BANK 1 LS 5000.00 5000 0,23 0.08% 4 BUILDING START ELECTRIC 3 MO 3440.00 10320 0,48 0.18% SUB TOTAL ELECTRICAL »> 717,320 33,36 11.04% R. DIVISION 27-COMMUNICATIONS 1 ISTRUCTURED CABLING IALLOWANCEI 1 0 1 0.00 1 0.00% FRIENDSWOOD -NEW-REND PRO EST NO, DESCRIPTION QTY. UNIT UNIT COST TOTAL I COSTIBLDG AREA %COST OF TOTAL JOB 2 JINTEGRATED AN SYSTEMS ALLOWANCE 01 0.00 0.00% 3 ILOCAL SOUND SYSTEM ALLOWANCE 0 0.00 0.00% SUB TOTAL COMMUNICATIONS>>> 0 0.00 0,00% S. DIVISION 28 - ELECTRONIC SAFETY AND SECURITY 1 ACCESS/INTRUSION DETECTION !ALLOWANCE 0 0.00 0.00% 2 VIDEO SURVEILLANCE ALLOWANCE 0 0.00 0.00% 3 FIRE DETECTIOWALARM 21,500 SF 3.25 69875 3.25 1.08% SUB TOTAL ELECTRONIC SAFETY AND SECURITY>>> 69 875 3.26 1.08% T. DIVISION 31 - EARTHWORK 1 STRIP SITE AND DEMO TREES 76,690 SF 0.10 7,569 0.35 0.120/0 2 CUT AND FILL VAT PAVING 2,167 CY 10.00 21,667 1.01 0.33% 3 EXCAVATE VAT BUILDING PAD 569 CY 10.00 5685 0,26 0.09% 4 FILL T AT BUILDING PAD 2,047 CY 18.00 38 840 1.71 0,57% 6 EPAREQUIREMENTS 1 LS 17099.50 17100 0.80 0,26% 6 TERMITE PROTECTION 12,600 SF 0.25 31150 0.15 0.050/0 7 LIME STABILIZATION AT PAVING 61500 SY 6.50 42,250 1.97 0.65/ 8 BACKFILL CURBS 1500 LF I 1.13 1693 0.08 0,03% 9 iFINALGRADING 1 75,690 ISF 0.181 13,630 1 0.63 0,21% 10 UTILITY SPOILS 250 CY 18.00 41000 0.19 0.06% 11 CONCRETE SPOILS 750 CY 16.00 12,000 0.56 0.18% 12 PLUMBING SPOILS 200 CY /6.00 3200 0.15 0.05% 13 JELECTRICAL SPOILS 260 ICY 16.001 4,000 1 0.19 0.06% SUBTOTAL EARTHWORK>>> 172683 8,03 2,680/6 U. DIVISION 32 -EXTERIOR IMPROVEMENTS 1 CLEAN PARKING LOT 55,000 SF 0.05R781050 0.13 0.04% 2 PAVEMENT MARKING 1 LS 6242.50 0,29 0.10% 3 V ORNAMENTAL METAL SITE FENCING 1 115 LF 70.00 3,63 1.20% 4 6'VINYL COATED CHAIN LINKSITE FENCING 450 LF 35.00 0.73 0.24% 5 FENCING AT DUMPSTERNINYL SLATS 40 LF 45.00 0.08 0.03% 6 DUMPSTER GATES 1 EA 800.00 0.04 0,01% 7 TREE PROTECTION 1 LS 5000.00 0.23 0,08% 8 LANDSCAPING ALLOWANCE 0.00 0.00%9 IRRIGATION ALLOWANCE 0,00 0.00% SUB TOTAL EXTERIOR IMPROVEMENTS>>> 110 393 5,13 1.70% V. DIVISION 33 -UTILITIES 1 SITE WATER LINE 500 LF 45.00 22,600 1.05 0.35% 2 SITE FIRE LINE 500 LF 74.00 37,000 1.72 0.57% 3 COMBO WATER METER IN VAULT 1 EA 5500.00 5 500 0,26 0.08% 4 PIV AND FDC IN VAULT 1 EA 6500.00 6,600 0.30 0,10% 5 SANITARY SEWER 500 LF 65.00 27,500 1.28 0,42% 6 IRRIGATION METERIBFP 1 EA 2500.00 2500 0.12 0,04% 7 STORM SEWER 1,250 LF 68.00 85000 3,06 1.31% 8 STORM SEWER INLETS 12 EA 1000.00 12,000 0.56 0.180/0 SUB TOTAL UTILITIES>>> 198,500 9,23 3,06% SUBTOTAL INSURANCE INSURANCE GUUMBRELLA 12 56951614 264,91 87.66% ''MO 91871 33,205 20,000 287,935 PERMIT FEESISERVICES DESIGN CONTINGENCY 5.00%1. O.H. 8 FEE 6.509/o EST 3932031 TOTAL COST WITHOUT BOND 614393656 299.52 67,731 BOND ESTIMATED TOTAL COST WITH BOND 6,4971387 302,20 FRIENDSWOOD -NEW-REND PRO EST NO. DESCRIPTION QTY, UNIT UNIT COST TOTAL COST/BLDG AREA %COST OF TOTAL JOB ESTIMATED TOTAL COST WITH BOND - 2018+4.25%(ANTICIPATED ESCALLATION) 62773,526 315.05 ESTIMATED TOTAL COST WITH BOND - 2019 +4.25%(ANTICIPATED ESCALLATION) 7,0611401 328.44 ESTIMATED TOTAL COST WITH BOND - 2020+ 4.25%(ANTICIPATED ESCALLATION) 7,361,511 342.40 ESTIMATED TOTAL COST WITH BOND - 2021 + 4.25%(ANTICIPATED ESCALLATION) 7,6747375 356.95 ESTIMATED TOTAL COST WITH BOND - 2022+4.25%(ANTICIPATED ESCALLATION) 8,000,536 372.12 FRIENDSWOOD -NEW-REND PRO EST D U ROTEC H BUILDERS OF INTEGRITY TOTAL EXISTING BUILDING DEMO + 21,500 S.F. NEW CONSTRUCTION - 1 STORY CONSTRUCTION 5 ASBESTOS REMEDIATION ALLOWANCE 1 LS 20,000.00 20,000 0.93 0.28% 6 ARCHITECTURAL MILLWORK ALLOWANCE 1 LS 75,000.00 75,000 3.49 1.06% FRIENDSWOOD -ALL NEW -PRO EST NO, DESCRIPTION CITY. UNIT UNIT COST TOTAL COST/BLDG AREA %COST OF TOTALJOB 15 SIDEWALKS 61710 SF 5.50 36,905 1.72 0.52% 16 HANDICAP RAMPS 6 EA 650.00 35900 0.18 0.06% 17 EXTRUDED CURBS 11500 LF 5.00 71500 0,35 0.11% 18 MONUMENT SIGN FOOTING 1 EA 2500.00 21500 0,12 0.04% 19 FLAG POLE FOOTINGS 2 EA 500.00 11000 0.05 0.01% 20 ACCESSORIES / LS 2000.00 2,000 0.09 0.03% 21 MISCELLANEOUS CONCRETE 1 LS 5000.00 50000 0.23 0.07% SUB TOTAL CONCRETE>>> 602930 28,04 8.52% E. DIVISION 04 - MASONRY 1 BRICK MASONRY MODULAR BRICK 153534 SF 18.00 2791616 13.01 3.95% 2 IMASONRYDLIMPSTERS 1 ILS 1 3500.001 31500 0A6 0.05% SUB TOTAL MASONRY>>> 283116 13,17 F. DIVISION 05 -METALS 1 STRUTURAL STEEL FABRICATION 21,500 SF 15.40 331,100 16,40 4,68% 2 STRUCTURAL STEEL ERECTION 21,500 SF 8.80 189,200 oleo 2,67% 3 MISC. METALS 21,500 SF 1.00 219500 1.00 0.30% 4 ROOF DRAIN SUPPORT FRAMES 14 EA 250.00 31500 0.16 0.05% 5 ROOF HATCH SUPPORT FRAMES 1 EA 250.00 250 0.01 0.00% 6 ROOF LADDER 1 EA 800.00 800 0,04 0.01% 7 HANDRAILS 1 LS 7500.00 7,500 0.35 0.11 % SUB TOTAL METALS >>> 553,850 25.76 llllllll 7.82% G. DIVISION 06 - WOOD PLASTICS & COMPOSITES 1 ROOF BLOCKINGICARPENTRY 21,500 SF 1.00 21,500 1.00 0.30% 2 INTERIOR BLOCKINGICARPENTRY 21,500 SF 0.50 10,750 0,50 0.15% 3 ARCHITECTURAL MILLWORK ALLOWANCE 0 o.0o 0,00% SUB TOTAL WOOD PLASTICS & COMPOSITES>>> 32,250 1.50 0.46% 4. DIVISION 07 - THERMAL & MOISTURE PROTECTION 1 DAMPPROOFING/MEMBRANE AIR BARRIERS 15,534 SF 2.50 38,836 1.81 0.55% 2 PAVEMENT SEALANTS 55,000 SF 0.15 81250 0.38 0.12% 3 INTERIOR BUILDING SEALANTS 1 LS 2000.00 21000 0.09 0.03% 4 EXTERIOR BULDING SEALANTS 1 LS 2000.00 21000 0.09 0.03% 5 FLEXIBLE MEMBRANE FLASHING 3821 SF 2.00 7643 0.36 0.11% 6 RIGID INSULATION 15,534 SF 1.00 15,534 0.72 0.22% 7 THERMAL BATT INSULATION 16,534 SF 1.00 15,534 0.72 0.22 % 8 ROOF/DECK INSULATION 21500 SF 2.75 59,125 2.75 0.84% 9 MEMBRANE ROOFING SYSTEM 21,500 SF 13.50 290,250 13.50 4.10% 10 TECTUM INSULATED DECK@ GYM 73703 SF 16.50 127,104 5.91 1.80% 11 ROOF HATCH 1 EA 2500.00 21500 0.12 0.04% 12 FIRESTOPPING 1 LS 4000.00 41000 0.19 0.06% SUB TOTAL THERMAL & MOISTURE PROTECTION>>> 572 776 26.64 8.090/0 I. DIVISION 08-OPENINGS 1 DOORS FRAMES HARDWARE, INSTALLATION 30 LV 1850.00 55 500 2.68 0,78% 2 ACCESS DOORS & PANELS 1 4 EA 225.00 900 0.04 0.01% 3 IMPACT RESISTANT STOREFRONT/GLAZING 1635 SF 75.00 122,621 5.70 1.73% 4 EXTERIOR GLASS ENTRY DOORS 1 9 LV 2100.00 18 900 0,88 0.27% 5 INTERIOR ALUMINUM STOREFRONT 1 189 SF 55.00 102395 0.48 0.15% 6 INTERIOR ALUMIGLASS DOORS 2 LV 1850.00 3,700 0.17 0.05% 7 MIRRORS 360 SF 16.00 5,760 0.27 0.08% SUB TOTAL OPENINGS>>> 217776 10.13 3.08% J. DIVISION 09-FINISHES 1 EXTERIOR GYPSUM SHEATHING 15,534 SF 2.D0 31,068 1.45 0.44% 2 DRYWALL PART/FRAMING AT PERIMETER 15534 SF 4.50 69904 3.25 0.99% 3 DRYWALL PART/FRAMING AT INTERIOR 25,337 SF 3.76 95,013 4.42 1.34% 4 SOUND INSULATION 12 668 SF 0.75 9 501 0,44 0.13% 5 DRYWALL CEILINGS 1 194 SF 4.00 4 774 0,22 0.07% 6 Z' X X' CERAMIC TILE FLOORS 957 SF 9.00 8 613 0.40 0.12% 7 CERAMIC TILE BASE 252 LF 10.00 2,519 0.12 0.04% 8 CERAMIC TILE WALLS 2 267 SF 9.00 20 404 0.95 0.29% 9 12" X 12" PORCELAIN FLOOR TILE 2 158 SF 9.00 19,4241 0.90 0,27% 10 QUARRY FLOOR TILE 828 SF 9001 5,653 1 0.26 0.08% FRIENDSWOOD -ALL NEW -PRO EST NO, DESCRIPTION QTY. UNIT UNIT COST TOTAL COST/BLDG AREA % COST OF TOTALJOB 11 QUARRY BASE 183 SF 10.00 11826 0.08 0.03% C 12 ACOUSTICAL CEILING 14098 SF 3.00 42,293 1.97 0.60% 13 VCT 71310 SF 2.50 18,274 0,85 0,26% 11 CARPET 270 SY 32.00 8,624 0.40 0.12% 12 RUBBER BASE 131111 SF 1.25 16,389 0.76 0.23% 13 WOOD ATHLETIC FLOORING 7 703 SF 15.50 119,401 5.55 1.69% 14 FLOOR PREPARATION 12,271 SF 0.66 81082 0.38 0.11% 12 FLOOR PROTECTION 12,271 SF 1.00 12,232 0,57 0,17% 13 PAINT GYP CEILINGS 1,194 ISF 1 2.00 2,387 1 0.11 0.03% 14 PAINT DRYWALL 31,342 SF 0.75 23,507 1.09 0.33% 15 PAINT TECTUM DECK @ GYM 7,703 SF 2.50 19,258 0.90 0.27% 13 PAINT DOORS FRAMES 30 EA 75.00 21250 0.10 0.03% i4 PAINT EXPOSED STRUCTURES 138 SF 2.00 275 0.01 0.00% 15 CONCRETE FLOOR SEALER 138 SF 2.75 378 0.02 0.01% SUB TOTAL FINISHES>>> 642049 26.21 7.66% K. DIVISION 10 - SPECIALTIES 1 MARKERBOARDS 5 EA 650.00 3,250 0,15 0.05% 2 TACK BOARDS 5 EA 450.00 2,250 0.10 0.03% 3 DISPLAY CASES 1 EA 4500.00 4,500 0.21 0.06 % 4 BUILDING DIRECTORIES 1 EA 1000.00 1000 0.05 0.01% 5 ROOM SIGNS 29 EA 185.00 57365 0.25 0.08% 6 EXTERIOR SIGNAGE ALLOWANCE 0 0.00 0.00% 7 MONUMENT SIGN ALLOWANCE 0 0,00 0,00% 8 TOILET COMPARTMENTS 9 EA 900.00 80100 0.38 0.11% 9 OPERABLE PARTITIONS 3 EA 6500.00 19,500 0,91 0.28% 10 TOILET ACCESSORIES 1 LS 6900.00 61900 0.32 0A0% 11 KNOX BOX 1 EA 1000.00 1,000 0.05 0.01% 12 FIRE EXTINGUISHERS & CABINETS 12 EA 275.00 31300 0.15 0,05 % 13 DEFIBRILLATOR CABINETS 2 EA 750.00 1500 0.07 0.02% 14 ALUMINUM CANOPIES 660 SF 55.00 361300 1.69 0,61 % 15 FLAGPOLES 2 EA 3500.00 71001) 0,33 0.10% SUB TOTAL SPECIALTIES>>> 99966 4.65 1.419 �. DIVISION 11 -EQUIPMENT 1 FOODSERVICE EQUIPMENT ALLOWANCE LS 0 0.00 0.00% 2 ELECTRIC PROJECTION SCREENS 4 EA 2500.00 10,000 0.47 0.14 3 ATHLETIC EQUIPMENT ALLOWANCE LS 0 0.00 0.00% SUB TOTAL EQUIPMENT>>> 10000 0.47 0.14% M. DIVISION 12-FURNISHINGS 1 BLINDS 1 LS 4500.00 4500 0.21 0,06% 2 BICYCLE RACKS 1 EA 1200.00 1 lj2001 0,06 0.02% 3 SITE TRASH RECEPTACLES 4 EA 550.001 2,2001 0.10 0.03% SUB TOTAL FURNISHINGS»> 7900 0.37 0.117 N. DIVISION 21 - FIRE SUPPRESSION 1 FIRE SPRINKLER 21,500 ISF 1 3.60 1 755250 3.50 1 1.06% SUB TOTAL FIRE SUPPRESSION >>> 76 260 3.50 1.06 O. 1 IDIVISION 22 - PLUMBING 1 PLUMBING 21500 ISF 1 14.00 1 301000 14.00 4.25% 2 SITE GAS DISTRIBUTION 1 ILS 5000.00 1 5 000 1 0.23 0.07 % SUB TOTAL PLUMBING>>> 308000 14,23 P. I IDIVISION 23-HVAC 1 HVAC 21500 SF 22.00 473000 22.00 6.68% 2 JHVAC FILTER CHANGES 1 LS 1500.00 115001 0.07 1 0.02% SUB TOTAL HVAC>>> 474500 22.07 6.70% T. DIVISION 26 - ELECTRICAL 1 ELECTRICAL 21500 SF 28.00 802000 28.00Lf 2 GENERATOR ASSEMBLIES 1 EA 00 1000.00 100000 4.65 3 ICONCRETE DUCT BANK I I 1 LS 1 5000.00 15 000 0.23 0.07% FRIENDSWOOD -ALL NEW -PRO EST NO. DESCRIPTION CITY. UNIT UNIT COST TOTAL COST/BLDG AREA % COS]OF TOTA4 BUILDING START ELECTRIC 3 MO 3440.00 10,320 0,48 1 fC. DIVISION 32 -EXTERIOR IMPROVEMENTS FRIENDSWOOD-ALL NEW -PRO EST NO, DESCRIPTION QTY. UNIT UNIT COST TOTAL COSTIBLDG AREA % COST OF TOTALJOB O.H. 8 FEE 6.50% 428,379 TOTAL COST WITHOUT BOND 7,018,829 326.46 61,814 BOND ESTIMATED TOTAL COST WITH BOND 71080,643 329.33 ESTIMATED TOTAL COST WITH BOND - 2018 + 4.25%(ANTICIPATED ESCALLATION) 7,381,570 343.33 ESTIMATED TOTAL COST WITH BOND - 2019 + 4.25%(ANTICIPATED ESCALLATION) 75695,287 357.92 ESTIMATED TOTAL COST WITH BOND - 2020+4.25%(ANTICIPATED ESCALLATION) 810229336 373.13 ESTIMATED TOTAL COST WITH BOND - 2021 + 4.25 % (ANTICIPATED ESCALLATION) 8,363,286 388.99 ESTIMATED TOTAL COST WITH BOND -2022 +4.25%(ANTICIPATED ESCALLATION) 8,7181725 405.52 FRIENDSWOOD -ALL NEW -PRO EST Y DU ROTECH BUILDERS OF INTEGRITY PROJECT NO.: ESTIMATOR: ADM PROJECT NAME: Friendswood Senior Activi Center NO. OF STORIES: 1 OWNER: Cityof Friendswood BOND REUD: YES ADDRESS: 641 Momin side Dr, Friendswood Texas BLDG USAGE: Munici at Meelin ARCHITECT: Joiner Architects FOUNDATION TYPE: BOG ESTIMATE DATE: 12-May-17 STRUCTURE TYPE: Stmclural Steel PARKING AREA: 55,000 SF EXTERIOR SKIN: Brick Veneer TOTAL BUILDING AREA: 21,500 SF ROOF SYSTEM: I TPO NEW BUILDING AREA: 21,500 SF SELECTIVE INTERIOR DEMO AREA:8900 SF RENOVATION BUILDING AREA OSF BUILDING DEMO AREA: 11600 SF SIDEWALKS 6710 SF TOTAL EXISTING BUILDING DEMO + 21,500 S.F. NEW CONSTRUCTION - 2 STORY STRUCTURE NO, DESCRIPTION QTY. UNIT UNIT COST TOTAL COSTIBLDG AREA %COST OF TOTAL JOB DIVISION Ot -GENERAL REQUIREMENTS: JOBOVERHEAD 52 WK 6,203.08 322,560 15.00 4.64% TEMPORARYIGENERAL CONDITIONS 12 MO 11,518.68 138224 6.43 1.94% :12 EQUIPMENT 12 MO 21987.50 35850 1.67 0,50% ADVERTISEMENTS 1 LS 21500.00 21500 0,12 0.04% SUB TOTAL GENERAL REQUIREMENTS>>> 499134 23.22 7,02% B. DIVISION Ot -ALLOWANCES: i OWNER'S CONTINGENCY 1 LS 50,000.00 50,000 2.33 0.70% 2 CONTRACTOR'S CONTINGENCY 1 LS 50,000.00 50,000 2.33 0.70% 3 INSTALL OWNER FURNISHED ITEMS ALLOWANCE 1 LS 10,000.00 10,000 0.47 0.14% 4 TEMPORARY TRAFFIC CONTROLS ALLOWANCE 1 LS 31000.00 3000 0.14 0.04% 5 ASBESTOS REMEDIATION ALLOWANCE I 1 LS 20,000.00 20,000 0.93 0.28% 6 ARCHITECTURAL MILLWORK ALLOWANCE 1 LS 75,000.00 75,000 3,49 1.06% 7 EXTERIOR SIGNAGE/MONUMENT ALLOWANCE 1 LS 20s000.00 20000 0,93 0.28% 8 FOOD SERVICE EQUIPMENT ALLOWANCE 1 LS 50o000.00 60,000 2.33 0.70% 9 GYM EQUIPMENT ALLOWANCE 1 LS 40,000.00 40,000 1 1,86 0.56% 10 STRUCTURED CABLING ALLOWANCE 1 LS 40,000.00 40,000 1.86 0.56% 11 INTEGRATED A/V SYSTEMS ALLOWANCE 1 LS 20,000.00 20,000 0.93 0.28% 12 LOCAL SOUND SYSTEM ALLOWANCE 1 LS 20,000.00 20,000 0.93 0.28% 13 ACCESS/INTRUSION DETECTION ALLOWANCE 1 LS 151000.00 15,000 0.70 0.21% 14 VIDEO SURVEILLANCE ALLOWANCE 1 LS 15,000.00 15000 0.70 0,21% 15 LANDSCAPE ALLOWANCE 1 LS 75,000.00 75,000 3.49 1.06% 18 IRRIGATION ALLOWANCE 1 LS 40,000.00 40000 1.86 0,56% SUB TOTAL ALLOWANCES>>> 543000 25,26 7,64% C. DIVISION 02 - EXISTING CONDITIONS 1 SURVEY 1 LS 5000.00 5,000 0.23 0.07% 2 GEOTECHNICAL INVESTIGATIONS BY OWNER 0 0.00 0.00% 3 SITE PAVING DEMOLITION 58,900 SF 0.66 32,250 1.50 0.45% 4 EXISTING BUILDING DEMOLITION 8 900 SF 4,60 40,050 1.86 0,56% 5 ADJACENT STRUCTURE DEMOLITION 1 600 SF 4.50 7,200 0.33 0.10% SUBTOTAL EXISTING CONDITIONS >>> 84600 3.93 1.19% D. DIVISION 03-CONCRETE 1 SUPERVISION, LAYOUT, ENGINEERING 3 MO 19435.87 58308R2,94 0.82% 2 PIER DRILLING 35 EA 125.00 4,375 0.06% 3 PIER CONCRETE 35 EA 650.00 22,750 0.32% 4 GRADE BEAMS -EXTERIOR 500 LF 65.00 32,P500 0,46% 5 GRADE BEAMS -INTERIOR 180 LF 55.00 9 900 0,14% 6 SLAB ON GRADE 11,600 SF 5.50 63 250 0.89% 7 SLAB ON METAL DECK 11,000 SF 4.25 46,750 0.66% 8 CONCRETE EQUIPMENT 22 500 SF 0.50 11 250 0.16% 9 DEWATERING/PUMPS 3 MO 600.00 1,800 0,03% 10 MEP PADS 300 SF 4.75 1 425 0,07 0,02% 11 PIER DRILLING -LIGHT POLE 12 E-A 125.00 1500 0,07 0.02% 12 PIER CONCRETE - LIGHT POLE 12 EA 850.00 7 800 0.36 0.11% 13 CONCRETE PAVING W1 55,000 SF 5.25 288750 13.43 4.06% 14 12" GENERATOR PAD 50 SF 8.50 425 0.02 0.01% FRIENDSWOOD -ALL NEW -PRO EST NO, DESCRIPTION OTY, UNIT UNIT COST TOTAL COSTIBLDG AREA % COST OF TOTALJOB 15 8"-DUMPSTER PAD 200 SF 7.00 11400 0.07 0.02% 1 16 SIDEWALKS 6,710 SF 5.50 36,905 1.72 0.52% I 17 HANDICAP RAMPS 6 EA 650.00 3,900 0.18 0.05% 18 EXTRUDED CURBS 11500 LF 5.00 71500 0,35 0.11% 19 MONUMENT SIGN FOOTING 1 EA 2500.00 2,500 0,12 0.04% 20 FLAG POLE FOOTINGS 2 EA 500,00 11000 0.05 0.01% 21 ACCESSORIES 1 LS 2000.00 2,000 0.09 0.03% 22 MISCELLANEOUS CONCRETE 1 LS 5000.00 51000 0.23 0.07% SUB TOTAL CONCRETE »> 562,660 25,71 7,78% E. DIVISION 04-MASONRY 1 BRICK MASONRY MODULAR BRICK) 16,534 ISF 18.00 2791616 13.01 3.93% 2 MASONRY DUMPSTER$ 1 ILS 3500.00 3,500 1OA61 0,05% SUB TOTAL MASONRY »> 283 116 13,17 3.96% F. DIVISION 05-METALS 1 STRUTURAL STEEL FABRICATION 21,500 SF 16.50 354*750 16.50 4.99% 2 STRUCTURAL STEEL ERECTION 21,500 SF 9.75 209,626 9.75 2.95% 3 MISC. METALS 21,500 SF 1.00 211500 1,00 0.30% 4 ROOF DRAIN SUPPORT FRAMES 14 EA 250.00 31500 0.16 0.05% 6 ROOF HATCH SUPPORT FRAMES 1 EA 250.00 250 0,01 0,00% 6 ROOF LADDER 1 EA 800.00 800 0,04 0,01% 7 HANDRAILS 1 LS 7500.00 71500 0.35 0.11% SUB TOTAL METALS>» 597926 27.81 8AI% O. DIVISION 06 -WOOD, PLASTICS & COMPOSITES 1 ROOF BLOCKINGICARPENTRY 11,500 SF 1.00 11,500 0.53 0.16% 2 INTERIOR BLOCKINGICARPENTRY i 21,500 ISF 10.50 1 10,750 0.50 0.15% 3 IARCHITECTURAL MILLWORK JALLOWANCE ol 0.00 0.00% SUB TOTAL WOOD PLASTICS & COMPOSITES »> 22,260 1.03 0.310/0 .1. DIVISION 07 - THERMALS MOISTURE PROTECTION 1 DAMPPROOFINGIMEMBRANE AIR BARRIERS 15,534 SF 2.50 38,83645.701.730%o 1 0.55% 2 PAVEMENT SEALANTS 55,000 SF 0.15 812508 0.12% 3 INTERIOR BULDING SEALANTS 1 LS 2000.00 2,OOO9 0,03% 4 EXTERIOR BULDING SEALANTS 1 LS 2000.00 2,0009 0.03% 5 FLEXIBLE MEMBRANE FLASHING 3,821 SF 2.00 7,6436 0.11% 6 RIGID INSULATION 15,534 SF 1.00 15,5342 0.22% 7 THERMAL BATT INSULATION 15,634 SF 1.00 15 5342 0.22% 8 ROOFIDECK INSULATION 11,500 SF 4.00 46,0004 0.65% 9 MEMBRANE ROOFING SYSTEM 11,500 SF 18.00 207,0003 2,91% 10 TECTUM INSULATED DECK GYM 71703 SF 16.50 127,1041 1.79% 11 ROOF HATCH 1 EA 2500.00 2 6002 0.04%12 FIRESTOPPING 1 LS 4000.00 4,0009 0.08%SUB TOTAL THERMAL &MOISTURE PROTECTION »> 478 4016 6.70 01. DIVISION 08 - OPENINGS 1 DOORS, FRAMES, HARDWARE, INSTALLATION 30 LV 1850.00 55,5008 0.78%2 ACCESS DOORS & PANELS 4 EA 225.00 9004 0,013 IMPACT RESISTANT STOREFRONT/GLAZING 1,636 SF 75.00 12262170 1.73% 4 EXTERIOR GLASS ENTRY DOORS 9 LV 2100.00 18 900 0.88 0,27% 5 INTERIOR ALUMINUM STOREFRONT 189 SF 55.00 10,395 0.48 0.15% 6 INTERIOR ALUMIGLASS DOORS 1 2 LV 1850.00 3 700 0.17 0.05% 7 MIRRORS 360 SF 16,00 5760 0.27 0.08% SUBTOTAL OPENINGS»> 217776 10,13 3.06% J. DIVISION 09 - FINISHES 1 EXTERIOR GYPSUM SHEATHING 16,534 SF 2.00 31 068 1,45 0.44% 2 DRYWALL PARTIFRAMING AT PERIMETER 15,534 SF 4,50 69,904 3.25 0.98% 3 DRYWALL PARTIFRAMING AT INTERIOR 25337 SF 3.75 95,013 4.42 1.34% 4 SOUND INSULATION 12,668 SF 0.75 9 501 0.44 0.13% 5 DRYWALL CEILINGS 1,194 SF 4.00 4774 0,22 0,07% 6 2"X2"CERAMIC TILE FLOORS 957 SF 9.00 81613 0.40 0.12% 7 CERAMIC TILE BASE 252 LF 10.00 2.F519 0,12 0.04 % 8 CERAMIC TILE WALLS 2 287 SF 9.00 20 404 0.85 0.29% 9 12" X 12" PORCELAIN FLOOR TILE 2 158 SF 9.00 19 424 0.90 0.27% FRIENOSWOOD -ALL NEW -PRO EST NO, DESCRIPTION QTY, UNIT UNIT COST TOTAL COSTIBLDG AREA % COST OF TOTAL JOB 10 QUARRY FLOOR TILE 628 SF 9.00 51653 0.26 0.08% 11 QUARRY BASE 183 SF 10.00 11826 0.08 0.03% 12 ACOUSTICAL CEILING 14,098 SF 3.00 42,293 1.97 0.60% 13 VCT 75310 SF 2.50 18,274 0.85 0.26% 11 CARPET 270 BY 32.00 8,624 0.40 0.12% 12 RUBBER BASE 13,111 SF 1.25 16,389 0,76 0,23% 13 WOOD ATHLETIC FLOORING 71703 SF 15.50 119,401 5.55 1.68% 14 FLOOR PREPARATION 12,271 SF 0.66 8,082 0.38 0.11 % 12 FLOOR PROTECTION 12,271 SF 1.00 12 232 0.57 0.17% 13 PAINT GYP CEILINGS 11194 SF 2.00 2,387 0.11 0.03% 14 PAINT DRYWALL 31,342 SF 0.75 23,507 1.09 0.33% 15 PAINT TECTUM DECK GYM 7 703 SF 2.50 19,258 0.90 0.27% 13 PAINT DOORS FRAMES 30 EA 75.00 2,250 0.10 0,03% 14 IPAINT EXPOSED STRUCTURES 138 SF 2.00 275 0.01 0.00% 15 ICONCRETE FLOOR SEALER 138 SF 2.75 378 0.02 0.01 % SUB TOTAL FINISHES>>> 642049 25,21 7,63% K. DIVISION 10 -SPECIALTIES 1 MARKERBOARDS 5 EA 650.00 3,250 0,15 0,05% 2 TACK BOARDS 5 EA 450.00 21250 0.10 0,03% 3 DISPLAY CASES 1 EA 4500.00 4,500 0,21 0.06% 4 BUILDING DIRECTORIES 1 EA 1000.00 1,000 0.05 0.01 % 5 ROOM SIGNS 29 EA 185.00 51365 0.25 0.08% 6 EXTERIOR SIGNAGE ALLOWANCE 0 0.00 0.00% 7 MONUMENT SIGN ALLOWANCE 0 0.00 0.00% 8 TOILET COMPARTMENTS 9 EA 900.00 8100 0.38 1 0.11% 8 OPERABLE PARTITIONS 3 EA 6500.00 19 500 0.91 0.27% 10 ITOILET ACCESSORIES 1 LS 6900.00 61900 0,32 0.10% 11 KNOX BOX 1 EA 1000.00 1,000 0.05 0.01% 12 FIRE EXTINGUISHERS &CABINETS 12 EA 275.00 3,300 0.15 0.05% 13 DEFIBRILLATOR CABINETS 2 EA 750.00 11500 0.07 0.02% 14 JALUMINUM CANOPIES 660 SF 55.00 36,300 1.69 0.51% 15 IFLAGPOLES 2 EA 3500.00 7,000 0.33 0.10% SUB TOTAL SPECIALTIES>>> 99966 4,65 1,41% L. DIVISION 11 -EQUIPMENT 1 FOODSERVICE EQUIPMENT ALLOWANCE LS 0 0.00 0.00% 2 ELECTRIC PROJECTION SCREENS 4 EA 2500.00 1 10,000 1 0.47 0,14% 3 ATHLETIC EQUIPMENT ALLOWANCE LS ol 0.00 0.00% SUBTOTAL EQUIPMENT>>> 10000 0,47 0,14% M. DIVISION 12-FURNISHINGS 1 BLINDS 1 LS 4500,00 4,600 0.21 0.06% 2 BICYCLE RACKS 1 EA 1200.00 11200 0.06 0.02% 3 SITE TRASH RECEPTACLES 4 EA 550.00 2,200 0.10 0.03% SUB TOTAL FURNISHINGS>>> 7 900 0.37 0.11 % N. DIVISION 14 - ELEVATORS 1 ELEVATOR 1 ILS 1 125000,00 125000 5.81 1.76% SUB TOTAL FURNISHINGS>>> 125,000 5.81 1.76% O. DIVISION 21- FIRE SUPPRESSION 1 IFIRE SPRINKLER 21500 ISF I 4.00 86,000 4.00 1.21% SUB TOTAL FIRE SUPPRESSION>>> 86000 4,00 1.21% P. DIVISION 21 - PLUMBING 1 PLUMBING1 21500 ISF 14.00 301000 14.00 4.24% 2 ISITE GAS DISTRIBUTION 1 ILS 5000.00 5,000 10.23 0.07% SUB TOTAL PLUMBING>>> 306000 14.23 4.31% Q. DIVISION23-HVAC 1 JHVAC 21500 ISF 1 22.00 1 473000 1 22.00 61660% 2 HVAC FILTER CHANGES 1 LS 1600.00 10500 0.07 0 FRIENDSWOOD -ALL NEW -PRO EST NO, DESCRIPTION QTY, UNIT UNIT COST TOTAL COSTIBLDG AREA % COST OF TOTAL JOB SUB TOTAL HVAC >>> 474,500 22,07 6,68% �. DIVISION 26 - ELECTRICAL 1 ELECTRICAL 21,500 SF 28.00 602,000 28,00 8.47% 2 GENERATOR ASSEMBLIES 1 EA 100000.00 100,000 4.65 1.41% 3 CONCRETE DUCT BANK 1 LS 6000.00 50000 0.23 0.07% 4 BUILDING START ELECTRIC 3 MO 3440.00 10,320 0.48 0.15% SUB TOTAL ELECTRICAL>>> 717,320 33,36 10.09% S. DIVISION 27 - COMMUNICATIONS 1 STRUCTURED CABLING ALLOWANCE 0 0.00 0.00% 2 INTEGRATED AN SYSTEMS ALLOWANCE _ _ _ 0 0.00 0.00% 3 ILOCAL SOUND SYSTEM ALLOWANCE ol 0.00 1 0.000/0 SUB TOTAL COMMUNICATIONS>>> 0 0,00 T. DIVISION 28 - ELECTRONIC SAFETY AND SECURITY 1 ACCESS/INTRUSION DETECTION ALLOWANCE 0 0,00 0.00% 2 VIDEO SURVEILLANCE IALLOWANCE 0 0.00 0,00% 3 IFIRE DETECTION/ALARM I I 21,500 SF 3.25 69,875 3.25 0.98% SUB TOTAL ELECTRONIC SAFETY AND SECURITY>>> 69 875 3,26 0.98 % U. DIVISION 31 -EARTHWORK 1 STRIP SITE AND DEMO TREES 66 790 SF 0.10 61679 0.31 0.09% 2 CUT AND FILL VAT PAVING 21167 CY 10.00 21,667 1.01 0.30% 3 EXCAVATE VAT BUILDING PAD 977 CY 10.00 9,769 0,45 0.14% 4 FILL 3' AT BUILDING PAD 31517 CY 18.00 63,300 2,94 0,89% 5 EPAREQUIREMENTS 1 LS 17099.50 17,100 0.80 0.24% 8 TERMITE PROTECTION 21,500 SF 0.25 51375 0.25 0.08% 7 LIME STABILIZATION AT PAVING 61500 BY 6.60 42,250 1.97 0.59% 8 BACKFILL CURBS 1500 LF 1,13 19693 0.08 0.02% 9 FINAL GRADING 66,790 SF 0.18 11,939 0.56 0.17% 10 UTILITY SPOILS 250 CY 16.00 41000 0.19 0.06% U 11 CONCRETE SPOILS 1100 CY 18.00 17600 0.82 0.25% 12 PLUMBING SPOILS 200 CY 16.00 3,200 0.15 0,05% 13 ELECTRICAL SPOILS 250 CY 18.00 4 000 0.19 0,06% SUB TOTAL EARTHWORK»> 208571 9.70 2,93% V. DIVISION 32- EXTERIOR IMPROVEMENTS 1 CLEAN PARKING LOT 55,000 SF 0.05 2,750 0.13 0.04% 2 PAVEMENT MARKING 1 LS 6242.60 69243 0.29 0.09% 3 6' ORNAMENTAL METAL SITE FENCING 1 1,115 LF 70.00 78,050 3.63 1.10% 4 V VINYL COATED CHAIN LINK SITE FENCING 450 LF 35.00 15,750 0.73 0.22% 5 FENCING AT DUMPSTERIVINYL SLATS 40 LF 45.00 11800 0.08 0.03% 6 DUMPSTER GATES 1 EA 800.00 800 0.04 0.01% 7 TREE PROTECTION 1 LS 5000.00 51000 0.23 0.07% 8 LANDSCAPING ALLOWANCE 0 0.00 0.00% 9 IRRIGATION ALLOWANCE ol 0,00 0.00% SUB TOTAL EXTERIOR IMPROVEMENTS>>> 110393 6,13 1,55% W. DIVISION 33 - UTILITIES 1 SITE WATER LINE 500 LF 45.00 22,500 1.05 0.32% 2 SITE FIRE LINE 500 LF 74.00 37,000 1.72 0.52% 3 COMBO WATER METER IN VAULT 1 EA 5500.00 51500 0,26 0.08% 4 PIV AND FOC IN VAULT 1 EA 6500.00 60500 0.30 0,09% 5 SANITARY SEWER 500 LF 55.00 27500 1,28 0.39% 6 IRRIGATION METERIBFP 1 EA 2500.00 2 500 0.12 0.04% 7 STORM SEWER 1,250 LF 68,00 85,000 3.95 1.20% 8 STORM SEWER INLETS 12 lu 1000.00 121000 0.56 0.17% SUB TOTAL UTILITIES>>> 198,500 9.23 2.79% SUB TOTAL 6,232,854 284.09 85,94 % FRIENDSWOOD -ALL NEW- PRO EST NO. DESCRIPTION QTY. UNIT UNIT COST TOTAL COST/BLDG AREA % COST OF TOTAL JOB INSURANCE 12 MO INSURANCE GL/UMBRELLA %803 36,338 EST 20,000 315,000 PERMIT FEES/SERVICES DESIGN CONTINGENCY 5.00% O.H. &FEE 6.50^/0 429,975 TOTAL COST WITHOUT BOND 71044,968 327.67 61,998 BOND ESTIMATED TOTAL COST WITH BOND -2017 75106,966 330.56 ESTIMATED TOTAL COST WITH BOND - 2018 + 4.25%(ANTICIPATED ESCALLATION) 71409,013 344.61 ESTIMATED TOTAL COST WITH BOND -2019 + 4.25%(ANTICIPATED ESCALLATION) 7,7235896 359.25 ESTIMATED TOTAL COST WITH BOND - 2020 + 4,25%(ANTICIPATED ESCALLATION) 890521161 374.52 ESTIMATED TOTAL COST WITH BOND -2021 +4.25%(ANTICIPATED ESCALLATION) 8,394,378 390.44 ESTIMATED TOTAL COST WITH BOND -2022+4.25%(ANTICIPATED ESCALLATION) 8,751,139 407.03 FRIENDSWOOD -ALL NEW -PRO EST