Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Headwaters Construction Signed AIA Document A133-2009 Exibit A
-'! Document A133" - 2009 Exhibit A Guaranteed Maximum Price Amendment for the following PROJECT: New High School for Bonneville School District No. 93 4928 E. 1st Street, Idaho Falls, ID 83401 Attached hereto as the "GMP No. 3 — Black Canyon High School GMP 3 Proposal Packet Dated September 21, 2016 ". § A.1.1.3 The Guaranteed Maximum Price is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (Paragraph deleted) Alternates, if any, are identified in the attached "GMP No. 3 — Black Canyon High School GMP 3 Proposal Packet Dated September 21, 2016 ". § A.1.1.4 Allowances included in the Guaranteed Maximum Price, if any: (Paragraph deleted) Init. AIA Document A133T —2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This / document was produced by AIA software at 12:52:26 on 09/23/2016 under Order No.5030922072_1 which expires on 03/16/2017, and is not for resale. User Notes: (1680889138) ADDITIONS AND DELETIONS: THE OWNER: The author of this document has Bonneville Joint School District No. 93 added information needed for its 3497 N. Ammon Road completion. The author may also Idaho Falls, ID 83401 have revised the text of the original AIA standard form. An Additions and THE CONSTRUCTION MANAGER: Deletions Report that notes added Headwaters Construction Company information as well as revisions to 639 W. 9500 S., Ste 1 the standard form text is available Victor, ID 83455 from the author and should be reviewed. A vertical line in the left margin of this document indicates ARTICLE A.1 where the author has added § A.1.1 Guaranteed Maximum Price (3) necessary information and where Pursuant to Section 2.2.6 of the Agreement, the Owner and Construction Manager hereby the author has added to or deleted amend the Agreement to establish a Guaranteed Maximum Price. As agreed by the from the original AIA text. Owner and Construction Manager, the Guaranteed Maximum Price is an amount that the Contract Sum shall not exceed. The Contract Sum consists of the Construction Manager's This document has important legal Fee plus the Cost of the Work, as that term is defined in Article 6 of this Agreement. consequences. Consultation with an attorney is encouraged with respect § A.1.1.1 The Contract Sum is guaranteed by the Construction Manager not to exceed to its completion or modification. Four Million Four Hundred Two Thousand Thirty-Eight Dollars ($ 4,402,038.00 ), AIA Document A201 TM' -2007, subject to additions and deductions by Change Order as provided in the Contract General Conditions of the Contract Documents. for Construction, is adopted in this document by reference. Do not use § A.1.1.2 Itemized Statement of the Guaranteed Maximum Price. Provided below is an with other general conditions unless itemized statement of the Guaranteed Maximum Price organized by trade categories, this document is modified. allowances, contingencies, alternates, the Construction Manager's Fee, and other items that comprise the Guaranteed Maximum Price. Attached hereto as the "GMP No. 3 — Black Canyon High School GMP 3 Proposal Packet Dated September 21, 2016 ". § A.1.1.3 The Guaranteed Maximum Price is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (Paragraph deleted) Alternates, if any, are identified in the attached "GMP No. 3 — Black Canyon High School GMP 3 Proposal Packet Dated September 21, 2016 ". § A.1.1.4 Allowances included in the Guaranteed Maximum Price, if any: (Paragraph deleted) Init. AIA Document A133T —2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This / document was produced by AIA software at 12:52:26 on 09/23/2016 under Order No.5030922072_1 which expires on 03/16/2017, and is not for resale. User Notes: (1680889138) Item Price ($0.00) None N/A § A.1.1.5 Assumptions, if any, on which the Guaranteed Maximum Price is based: Assumptions are identified in the attached "GMP No. 3 — Black Canyon High School GMP 3 Proposal Packet Dated September 21, 2016 ". § A.1.1.6 The Guaranteed Maximum Price is based upon the following Supplementary and other Conditions of the Contract: Document Title N/A Date § A.1.1.7 The Guaranteed Maximum Price is based upon the following Specifications: Pages (Paragraphs deleted)Listed in the Enumeration of Documents Section of the attached "GMP No. 2 — Ridgeview High School GMP 2 Proposal Packet Dated August 31, 2016 ". Section Title Date Pages § A.1.1.8 The Guaranteed Maximum Price is based upon the following Drawings: (Paragraphs deleted)Listed in the Enumeration of Documents Section of the attached "GMP No. 3 — Black Canyon High School GMP 3 Proposal Packet Dated September 21, 2016 ". Number Title Date § A.1.1.9 The Guaranteed Maximum Price is based upon the following other documents and information: GMP No. 1 - New Bonneville High School GMP Proposal Packet Dated June 14, 2016 ARTICLE A.2 § A.2.1 The anticipated date of Substantial Completion established by this Amendment: As this document clarifies GMP No. 3 for early steel package and concrete slabs, the Substantial Completion shall be established in the final GMP. OW ignature) CO CTION MA GER (tgnature) John Pymm Stanton Marshall - President (Printed name and title) (Printed name and title) Init. AIA Document A133w —2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This t document was produced by AIA software at 12:52:26 on 09/23/2016 under Order No.5030922072_1 which expires on 03/16/2017, and is not for resale. User Notes: (1680889138) Black Canyon High School GMP 3 Proposal Packet Contains: 1. Guaranteed Maximum Price Proposal 2. Basis of Estimate 3. Enumeration of Documents 4. Schedule 01, NNEV 1 LLE JOINT SCHOOL DISTRICT NO. 93 T.p-th - I,hi, vi,,g ef2A"26 HEADWATERS CONSTRUCTION CO HEADWATERS CONSTRUCTION CO Proposal September 21, 2016 Brad McKinsey McKinsey Management Services 400 Tapitio Drive Idaho Falls, ID 83401 Re: GMP Amendment 03 Proposal — Black Canyon High School - Bonneville Joint School District No. 93 On behalf of Headwaters Construction Company, I am pleased to submit our GMP Amendment 03 Proposal for the Black Canyon High School - Bonneville Joint School District No. 93 GMP Amendment 01 — Water & Sanitary Sewer Utilities and Mass Grading $1,374,249 GMP Amendment 02 — Early Concrete /Foundations $1,172,644 GMP Amendment 03 — Early Primary Steel & Floor Slabs $4,402,038 TOTAL GMP CONTRACT $6,948,931 Enclosed you will find the GMP Cost Summary, Basis of Estimate, an enumeration of Documents, and a Construction Schedule. We look forward to a successful and enjoyable project together. Thank you for this opportunity, please do not hesitate to contact me directly with any questions and /or comments. Respectfully submitted, '6i'ee Doa,re Brent Douglass Estimating Director Headwaters Construction Company 639 West 9500 South • Victor, ID 83455 • PH: 208.787.8040 • FAX: 866.496.0209 • www.HeadwatersCC.com 1--1 En C) 0 lz ^ W W V 1--1 X w w LO T--1 1 HEADWATEKS CONSTRUCTION CO Black Canyon Hiqh School - BJSD 93 GMP Amendment 03 September 16, 2016 LOCAY ON Idaho Falls, ID ARCHrtECT Hummel Architects DURATIDN(mntht) 24 WARRANTY(mi 1 SRE ACREAGE 47.4 SWARE root'.' 257,194 # Description Subcontractor Base Price ALLOWANCES $0 SITE WORK (ROUGH)1,198,293 5 Temporary Site Construction Requirements Pro -Une $15,785 6 Survey, Layout and Staking Work By Owner 7 Water & Sanitary Sewer Utilities & Mass Grading - GMP 1 Knife River Corp. $1,182,508 8 Final Grading & Remaining Site Utilities 9 Paving SITE WORK FINISH 0 12 Pavement Markings & Traffic Signage 13 Tennis Court Surfacing 14 Running Track Surfacing 15 Chain Link Fencing & Gates 16 Landscaping & Irrigation 17 Site Fumishin s & E ui merit 18 Grandstands 19 Site Concrete STRUCTURE $4,404,129 20 Gymnasium Concrete Foundations & Misc. Concrete 21 Classroom Concrete Foundations - GMP 2 Bryan Landon Contraction $840,823 22 Classroom Slabs on Metal Deck - GMP 3 1M Concrete $588,306 23 Site Masonry 24 Building Masonry 25 Classroom Eady Primary Steel - GMP 3 R "' slce1. $2,975,000 26 Gymnasium Steel & Misc. Metal Fabrications 27 Orn amental Railings 28 Site Metal Fabrications 29 Cementitious Fireproofing 30 Seismic Joint Assemblies 31 Rough Carpentry ENCLOSURE 21,936 34 Waterproofing Headwaters Construction $21,936 35 Building Insulation 36 Membrane Roofing & Sheet Metal 37 Metal Panels 38 Smoke Hatches 39 Storefront Framing, Glass/Glazing 40 Skylights 41 Joint Sealants INTERIOR FINISHES 0 46 Tempora Building Construction Requirements 47 Misc. Finish Carpentry 48 Casework & Countertops 49 Openings 50 Sectional Doors & Coiling Doors & Grilles 51 McUI Framing & Drywall Systems 52 Tile 53 Acoustical Ceilings 54 Acoustical Systems 55 Resilient Flooring & Carpet 56 Hardwood Gymnasium Flooring 57 FRP 58 Painting & Water Repellent 59 Concrete Finishing 60 Resinous Floorin 61 1 Phenolic Resin Wall Panels SPECIALTIES 0 64 Educational Specialties 65 Building Specialties 66 Sign age 67 Lockers 68 Operable Walls EQUIPMENT $178,000 73 Library Equipment 74 Theater Equipment 75 Appliances 76 Food Service Equipment 77 Portable Stages 78 Gymnasium Equipment 79 Laboratory Casework & Fixtures 80 Fixed Auditorium Seating 81 Bleachers 82 Elevators Northwest Elevaror 5178,000 MEP SYSTEMS — To 86 Fire Sprinklers 87 Plumbing 86 HVAC 89 Controls 90 Electrical & Site Electrical SPECIAL SYSTEMS 0 95 Special 5 ems CONTINGENCY 208,468 i Breakout 42 - GMP Amendment02 tut #3 - GMj Fr.; mendmert 03 Subtotal $6,010,825 CM /GC Construction Contin ma BASED ON S 0.0% Design Contin en Cued Awn GCY'7a6 f0 0.0% Escalation Contingency $6,948,931 i0 oos Owner Contingency $6,948,931 $0 Subtotal $6,010,825 Subtotal (with General Conditions) $6,624,580 GENERAL CONDITIONS BASED ON SUB TOTAL AEQURED GENERAL CONDITIONS Cued Awn GCY'7a6 $613,754 REQUIRED WINTERCON- VNS -'IVT7 $6,948,931 $0 AEQ RED W"It CONDITIONS- '17/18 $6,948,931 $0 Subtotal (with General Conditions) $6,624,580 Subtotal (with GC's & Insuranc=1 1 $6,694,312 RATE INSURANCE, BONDS, AND BUILDERS RISK BASED ON SUB TOTAL REOMRED GENERAL LIABILITY $6,948,931 $16,052 REQLARED PAYMENT AND PERFORMANCE BOND $6,948,931 553,681 REQUIRED BUILDER'S RISK INSURANCE $6,948,931 f0 Subtotal (with GC's & Insuranc=1 1 $6,694,312 RATE CONTRACTOR'S FEE BASED ON SUB TOTAL 1$ PRE-CONSTRUCTION CM/GCPRUCTION FEE SO EO 375% CM /GC FFE $6694312 S254,618 Subtotal (with GC's, Insurance, & Fee) $6,948,931 Estimate Amount Estimate Total $6,948,931 sr $n oz $41,227 $35,180 $132,061 $0 $0 $0 SO SO SO $0 $0 SO $1,004,082 $1,111,441 $3,895,303 SUBTOTAL SUBTOTAL SUBTOTAL $306,877 $0 $306,877 510,444 0 0 $0 $0 SO $1,310,959 $1,111,441 $4,202,180 SUB TOTAL SUB TOTAL SUB TOTAL $3,175 $2,708 510,169 510,444 $12,657 530,579 $0 $0 SO $1,324,578 $1,126,806 $4,242,928 SUBTOTAL SUBTOTAL SUBTOTAL $1,374,249 $1,172,643 $4,402,038 49,672 $45,837 159,110 $1,374,249 $1,172,643$4,402,038 Breakout •1 GMP Brea out k2 - G P Breakoul 63 GMf $1,374,249 $1,172,643 $4,402,038 °w fD W_ 0 0_ /nom 1) T c (n In N n O T n o W n O 70 O tD n O T O r 6 7J m ;10 0 In 0 r .� to n n N to m n O .Z7 O n N 70 ID In Ln ("1 c 0 0 0 3 0 0 0 fl p^ m 0 t0 �^ fn-. 0 (D 0 'D 0 � O < m Z) T O "O o O n �' 01 v 0 Li 1.r�I 111 fN 6 a a o n v 4. >>° to n °- D— n _ ° OT D 0 a 01 m 0 O s �n n° ne v o o v m m ° n O s n- K= a O T t—n m li = n o s o n n° a o o �. 0 O n o Z c< o a (D (� 0 l0 l0 �' ]� O X. N � O O r�-r C ro n �' O_ 0 3 7C D n to n a L O °� 0 Q- D r 0 7 0 N Z y (D m ^ o o a i a D m m D °° N = N° m C n O V1 w (D ° a :1 p ® 1 -) n c Y m Q-m aL —� �.o. N ° o' °— v D 0'1 (b O n° Q° (D O r O O 0 w rD I Z x' O N CD n Gl W o < o v Vl )D Q N W iA W v 0 0 `D CL O O w W W m m 4 N a V R a O Q < O + < < < < < + + + + O + < < < < < < < < < n P1 W O n � m w Ff to M iA eA 4A to Vi to 01 l,H i,H O 00 t�0 a rn ° 3 v In to In 00 In O V ? m 7 O 0 0 0 0 0 0 a) O V O 0% m ? O O O V) ? IT I I I I I I I I I L-i Li LE J < O + < < < < < O < < < < < < < < + + + + + + n N O Ln o 90 to G to In iv+ In v+ � to In to 00 to C v+ In to C to W v+ to w w 0 W 3 m o � to O O m 0 O 0 O O O O O O O O O O O o o 0 0 V m O O N V O O V m W O 01 -I m 3 d � rD ro O O 0 0 0 0 0 0 0 to o 0 M n o — fD /'ll CV 3 r-+ QJ < O + < < < < < + + + + O + < < < < < < < < < A n m AA n C, co D AAVLn a p C O In O In 0 0 t!1 0 00 0 O 0 00 W 00 O W O A In N W 00 01 � d p O 0 0 0 O 0 0 0 O 0 0 N tD M 1g O O N tD Vl m n m A O � � N o ro T� V Hill 1111 11,11 1111 11 111 1 11 uuuuu I I � T m n d fD O 3 m CL m O_ Q n 0 cu � o an Q o 1+ 7 fD G fD 64 Lrl 00 0 W O 0, O N tA n h. o m n (y LA C a (D a a =3 (D o a 0 n O a O \ a 2D Qo z \ � N ol Z v a n O b o > .y, O, ° �M ID p 3 f" Q 7 I n Q W o 0 � LA 0 l0 W 0 a 00 o (D. a n w (D ^ ( ) W W m m J d J a 01 d m Z O 1L O O + < < I� CD Ib Ln n O iA 00 Q 3 S 7 N 1n 3 O O l�0 m �- ^ A I ° (D 7 0 o 7 I ^ V 1 QJ O �N Ul co o ° g 00 n O 0 W m m o co m o n CD O 01 m d W ID O o � 3 JOLN r+ � n D! AA V Q °' a co W n O. o (ID N o 00 m a to J n S O O �D Ul 3 D T� N N 0 vi o in O v, o v, N m W O j O ID O -v v v, v, v, w vi n_ O O O C m 70 w C C C C O O m m n n o m m m 07 �. 6 n lfl N W N raD tai m 7 c T m O` C ,-' v O l 1 (� T N n(D O -o N Dl — a d O T ° '-� ,. t° o, n D O �' f-. Q (D �, w o o, '^ c f l o 3 O m w � °o °o c m T d (�D V1 v < Vl m c a O d _ v o v n 0 0, — Z < N 0 -o o N � o_ 3 n m ° ° o r N S (D w N °' o N O N N v O 0 n C n o m (nND �p ' '-p' N < Q a j O 1 3 - n `-D <' D > m > DD p 7 D r O - a C17 Z o D n m a i W C v w (/1 CO W v 4A w n va w V 0 a � m rl O �� � n C) °o m _ m s Ll °. m w n � m °' � 3 O O O N V w w vi p N O v m in N m A N w w A O0 ° V w m V A W V~i w 00 V m FD N v in in 7 7 W V ltDn W O W 01 W m pp A = m n rr� 0 O V, w % T V n io y N o n to fH A iA O 4bO1 m iA w in �..� /a4 A O p 3 �n m o0 N 0 �p N 01 o �. V O N N V O Qi W I-� O V O (D w O V w O In lO ' O O w V N m N w ^ ` m � < C C C C C < < < < < < < G < < < G < < C C C r w n - coo o Dg rn C v v+ to �^ v ~O v O 3 < ? CD V LO VI A N V W CD V I ut uj W O O W O V 00 m N 7 7 F 0o A co 0 A FN-� N O W N W O O W m F CD O O N V 4A .bq N) 0 cz N CD W W C W va A r O to �"' 'O `< M W 00 0) A w V9 r I CD V1 A O N ~ O A m m `< m p O m O w O O O In Ln D• O O n 0 d � w n co po �r v A w �' N to N N rn 3 N N w< w a - n I i Vl W 00 0, W 00 W O� G G Vl W N m fp m N = d (p I O 00 m i A V V V o W � A v m S On • 3 O 3 0_ (D a IT n 0 v 0 c (D V) O IJ io V to O O O O F-� 01 LA W o n n Q! ��►�I I In D G1 O v n p p O fD � D 3 O Z ID N d p li O -G O O . pr�'yy (D fnD D N C O C 0 OS In N pCi N W M 0 :3 G ID 7 0 7 F a C o. 10 N 2 n o N m N O (D o a O o 0 o ° � N D D N 0 m x C O O rD n °' N C '�'_' 6 d Q° T d N (D 3 Z (p rD °i w (DD o_ 6 a, CD N 3 lD Z 0 N y P1 o- !D N in n rD p_ _� O !D n p' 7 Ip O Qo G n O 7 (D n ]� 7 l0 vi LM O O V1 I"I Cl A / C O d W Q' Lo a N N l0 7 to j' o (D O < to 3. to o D O rn 7 0- �' to 0 0 O (D n o° Q W 0 VJ o 0 W ID ID f.q W v O K p. LO l V r O J W (p ^ C m a a 2 0 3 cn V) i 00 < + 0<0000<0<0<<<<<<< � +0 o ry O w n °' 0 Q N ifi tf: JA ifi l!i ifs H 1Y9 taA O N w j 00 00 IP W 00 W V1 00 l!1 00 O In 00 Q1 r m N O O O to O in O O O O O O O In m m J to = O O O O O 0 O 0 O 0 O 0 O 0 0 0 0 0 0 O Cl O O 01 m i �' A m T O O 0 0 W m n I^ a `' A O N � 1010 < + O + O < O O O O < O < Q < < < < < < < w CD N o n (n N O o D O N N tfa 00 6q Q'1 W tit 00 69 W iA (n 11 00 11 lfl n Vi 00 V� ~O tfi In to 00 O r ID v N O O In O 0 0 O O O O j] m E (D d In O O O O O O O O O J m an ro O O JLn 0 0 0 0 0 0 p O O N O �' m � p Q < + Q + Q < O O O O < Q < Q < < < < < < < r e �-F in 2 0 `D a CD v O C� S CD J lfI 00 N tit w lii W IN w iA vi [ii 00 lii n N i/n vn M 0 00 tD = A W rD .. O co N O O Ln 0 In O O O In O O O O 0 O 0 0o 0 O 0 O O O O 00 Ip r (n m o f N m D 0- 7 2r O O O O O O O O O O O O O In o OD (� 0 o N ^ �1 3 K O O < + O + O < O O O O < 101--lo < < < < < < < < �CR T V Va N l0 n O I N CD T OJ LJ`J AA N iA Vi to to t!i of Vi Vi L,4 4U4 Vi 414 J 3 W U O 00 W W 00 W Vl 00 In W O ~ In 00 tP C In `G Vl O O Ln O In O O O O O O m N w (D O 0 o O O O O 0 0 O O m O `< (� 0O O O O O O O O O O O O p w 0 n 0 O O < + O <101< Q O O O < Q < Q < < < < < < < 6 7� W n W (i1 N 3 N `G Vi V Vi oo Va b9 w Vi W Wi W Vi in tit oo tfi In 6A O tit � V+ W 01 N m w ("' _ � (D 1 O Ln in O Ln O O O po O O 00 r^ m N n �J v O O p O O O O O O O O O 0 0 0 0 0 0 0 0 O O O O l0 V m o to O • & \ / § ; ƒ LA \ \ / } I / � \ / ; c / \ 3 M ± � \ / � S « \ E k U, ±»m z 2{ G / g E r R / ( } \ ) ®2 (� ] a 3 : \ % ) 6 6 6 E % \ $_ \ 0 \ 0 G \ \ / ƒ D \ \ j \ \ W G & ° \ z : 2 o z \ \ / \ < ) » , } / q > ] �� § v \ / / \� /j ){ \ }� / 1 n ` c o z m: 2 z s/ m¥ m / — R _ / \ \ ( { z _ FD , / LA � � w � 2 / k } p to : \ a, \ > » } L \ z1- \ \ < < < < < < < < < < < < [ Q 0 ƒ / \ } \ /_ [ [ \/� ® $ f _ 0 MLJ*\ ) ! / � n \ \ 7 n _ u / \ } \ j \ / % ) ° ° E i O } � �LO � � A rD W ILA N a E 0 O_ C1 n S S N Gl (l m v r c S n S v v ('1 2� !l m m to V) n m v rr O O IDD d p 0 Lo O o << o O a m p o r<D < 6 m (D n 7 W <° '^-' 7 d (DD (DD m C, (1 m a O v O 3 O 1 ►+i r D rD r) O d O O O0 C rD N fD TCM m D c N K T 7 p 07 tD N -d O " N N < CD < W O % o< n= fD o o O z°< fD \ o N D ao N= fD t`DD to v o m rp :3 o' N n n 3 m O � W� ^ Q O c D 3 s z p CD rD N D O M ° v o O r p O ICiI Ln n Q (D W 0 I a n 1I) n N O Q ,Y N K n W Z o o r _ '* o S Z n rri T. m a -6 ''* O m Ul O -v r ° (D y O m rD < m w .+ a � O O O O O O < < < < < < < < < < < < < 3 Z m o N NO iR � CO S N 0 O F� Vl l!1 W l71 V V w W O m Ln 0 0 N < m 0 0 0 0 0 0 0 0 0 0 O O D O 00 O O p m o N O N � r- N O O O O O O O < < < < < < < < < < < < < m V1 n c i N S /j\ � N n O g v m O a G 6A N kR iA b9 fA Vi fA 4f1 kR 1 I F-� U'I In w In J co N N l0 O y m W in O W in O in w w m O r—+ 0 0 0 0 0 0 0 11 In O C m to < d 0 0 0 0 0 0 O O O O n v w O O 1 V 00 O O O m m l0 N C / �JLJ N N 0 w H En w P-1 0 tn cn N imr- Basis of Estimate HEADWATERS Black Canyon High School - Bonneville Joint School District 93 CONSTRUCTION CO 4928 E. 15' Street Idaho Falls, ID September 21, 2016 The Basis of Estimate is a written explanation clarifying the scope, assumptions and exclusions used in establishing the GMP Amendment 03 estimate dated September 21, 2016. The Proposal is presented in a ten group, systems format best utilized for analyzing and comparing project costs during design and preconstruction. This proposal is based on Headwaters Construction's incorporation of the scope shown on the GMP #1 — Water and Sewer Utilities and Mass Grading documents stamped May 18, 2016, GMP #2 - Early Concrete /Foundations documents stamped June 30, 2016, GMP #3 -- Early Primary Steel & Floor Slabs documents stamped August 12, 2016, and the scope clarifications below. Assumption, Clarifications & Exclusions Safety • Site Visit Performed: Yes —May 26, 2016, June 20, 2016, August 23, 2076 • Unique Features of Work Identified — o Interaction with neighbors on adjacent streets (GMP 1) • Deep excavations for sewer utilities • Overhead hoisting for reinforcing • Safety caps on rebar dowels • Overhead hoisting of steel members • Fall Protection & Edge Protection • Welding Safety Quality Headwaters Construction Company has included in this estimate a high level of construction quality based on plans and specifications. Our goal is to meet and exceed client expectations. • Option Studies Performed — o Headwaters has performed Pricing Option Studies for the following: ■ Building pad construction utilizing geo -grid materials (GMP 1) • Anticipated Mockups During Construction — o None for this GMP Package Schedule • Anticipated Construction Duration: 8 Monthsfrom Start Date (GMP Package 2) • Construction Start Date: September 12, 2016 • Substantial Completion Date: To Be Determined in Future Bid Packages • Final Completion Date: To Be Determined in Future Bid Packages • Warranty Duration:1 Year from the Final Completion Date Headwaters Construction Company Basis of Estimate Page 1 of 11 Basis of Estimate Black Canyon High School - Bonneville Joint School District 93 HEADWATERS CONSTRUCTION CO 4928 E. 15t Street Idaho Falls, ID September 21, 2016 Cost This Proposal does not include Prevailing Wage Rates. This proposal includes all necessary Idaho sales and use taxes. The estimated value provided in the proposal includes all direct and indirect construction costs, but does not include typical project "soft costs ". These costs include, but are not limited to design professional fees, permits, and plan review fees, utility connection fees, land acquisition costs, "loose" furniture, fixtures and equipment (FF &E), special inspections, etc. Contingency & Allowances • Design Contingency (0 %) — Design Contingency is not included in this Proposal. • Escalation Contingency (0 %) — Escalation Contingency is not included in this Proposal. • CM /GC Construction Contingency (3 %) — CM /GC Construction Contingency is included in this proposal and is intended to be used at Headwaters Construction's discretion to cover costs that have not been completely identified as trade specific scope on the GMP setting documents, which may require further clarification or coordination. These costs include, but are not limited to, scope gap, coordination issues between trades, and missed scope during the bidding process. The CM /GC Construction Contingency is not intended to account for design revision or additional scope requests by the design / owner during construction. • Owner Project Contingency (0 %) —Owner Project Contingency is not included in this Proposal. Phased GMP Due to the design schedule and the Teams overall desire to expedite the construction process the project will be designed and bid with separate GMP Amendments. The following summarizes the overall construction budget and how it relates to the separate GMP Amendments. GMP Amendment 01 — Water & Sanitary Sewer Utilities and Mass Grading $1,374,249 GMP Amendment 02 — Early Concrete /Foundations $1,172,644 GMP Amendment 03 - Early Primary Steel & Floor Slabs $d,ZlW,038 TOTAL GMP CONTRACT $6,948,931 TOTAL CONSTRUCTION BUDGET VALUE $54,260,086 CONSTRUCTION BUDGET BALANCE TO -DATE* $47,311155 *Available Construction Budget after approval of GMP Amendment 03 Headwaters Construction Company Basis of Estimate Page 2 of 11 Basis of Estimate HEADWATERS Black Canyon High School - Bonneville Joint School District 93 CONSTRUCTION CO 4928 E. 1st Street Idaho Falls, ID September 21, 2016 Alternates Alternate 22.1 has been included. This alternate requires the Slab On Metal Deck subcontractor to include a 100% payment and performance bond for their contract. This alternate was priced at $10,000. Alternate 25.2 has been included. This alternate called for an accelerated shop drawing process and procurement process for the primary steel subcontractor. This alternate was priced at $200,000. Allowances No allowances have been included in this GMP Amendment. Subcontractors All subcontractors will be properly licensed with the Idaho Division of Public Works, bidding within their license limits. All sub -tier subcontractors are also properly licensed for their respective scopes of work. General Assumptions • This cost proposal is considered lump sum, not line itemed. Scope values are provided for transparency and as a contract schedule of values. • We anticipate normal working hours, Monday through Friday. • Headwaters Construction's proposal is for construction costs only, unless otherwise specified. Soft costs, permits and fees, inspections, etc. are expected to be covered by others. • Any and all savings or any approved value engineering savings during construction will be added to the CM /GC Construction Contingency. As the GMP Amendment 03 Proposal is lump sum, savings are not fully realized until Substantial Completion. • Any savings / remaining CMGC Construction Contingency at the end of the project will be returned to the Owner. Specific Exclusions • Typical Project "Soft Costs" unless otherwise specified. These include, but are not limited to: design professional fees, permits, and plan review fees, utility connection fees, land acquisition costs, legal fees, equipment and furnishings, special inspections, etc. • Hazardous material remediation / encapsulation (lead, asbestos, mold, etc.), except as specifically included. • "Loose" furniture, fixtures and equipment (FF &E) not specifically listed as being provided. • Third party testing and inspections • Surveying and staking Headwaters Construction Company Basis of Estimate Page 3 of 11 Basis of Estimate HEADWATERS Black Canyon High School - Bonneville Joint School District 93 CONSTRUCTION CO 4928 E. 1" Street Idaho Falls, ID Septembei ?_1, M16 • Future work scheduled to be issued in CAMP 4 Scope by Bid Package: BID PACKAGE #22 CLASSROOM WING SLABS ON METAL DECK 1. Comply with the requirements of the Geotechnical Report and Contract Documents. 2. Protect all adjacent structures, surfaces, and materials from damage during this scope of work. 3. Provide all required traffic control measures and barricades. 4. Keep as -built drawings current and provide weekly updates prior to approval of pay applications. 5. Provide layout of work from benchmarks and major grid lines furnished by the Contractor. 6. Provide cast -in -place concrete slabs -on -metal -deck (type D1) as indicated on the composite level floor plans (sheets 52.02 and 52.03). All concrete slabs -on- metal -deck in the Gymnasium wing shall be provided by a separate, future bid package. 7. Provide cast -in -place concrete slab -on- metal -deck (type D1) at the intermediate level storage room as shown on sheet 52.11g. 8. Provide cast -in -place concrete pad and landing at the roof level as per sheet A2.04, reference notes 3.04 & 5.05. For reference note 3.04 the 5" dimension shall be from the top of the flute. For reference note 5.05 include a 6.5" pad, as per typical slab -on -metal deck. 9. Provide all required form materials, stripping of forming materials, concrete materials, form release agents, admixtures, curing materials, equipment, placement, finishing, curing, expansion joint materials, and all other associated labor and miscellaneous materials for a complete installation. 10. In most cases, slabs on decks will include a bent angle closure plates for slab edges, provide all other minor slab edge forming when necessary. 11. Provide construction joint per detail 2/57.02 at limit of scope of work of this GMP Bid Package as per sheet 52.12b, 52.12c, 52.12d, 52.13b, S2.13c, & 52.13d. Provide all required dowels, form boards, additional reinforcing, labor, etc. for a complete construction joint as detailed. 12. Per detail 3/57.04, provide construction joint (detail 2/57.02) at 5' -0" from all CMU shear walls. Provide additional mobilizations /pumps, etc. as necessary if CMU walls are not constructed at time of adjacent pours. 13. Provide broom cleaning of all slabs on deck prior to placement of concrete. Contractor shall be responsible to ensure that all materials are removed from pour locations prior placement. 14. Provide proper coordination with structural steel. Ensure that all nelson studs are sufficiently covered with concrete as required, consider camber of steel beams as necessary. See General Structural Notes for requirements. 15. Provide concrete materials that strictly adhere to all the requirements of the Contract Documents. Provide Headwaters Construction Company Basis of Estimate Page 4 of 11 Basis of Estimate HEADWATERS Black Canyon High School - Bonneville Joint School District 93 CONSTRUCTION CO 4928 E. 1" Street Idaho Falls, ID September 21, 2016 all necessary admixtures as specified. Provide all required concrete materials in strengths and with proper air entrainment as specified. 16. Provide all finishing of slabs as per the Contract Documents. This subcontract shall strictly adhere to all floor flatness requirements as found in the specifications. 17. Provide all recesses in slabs as per the Contract Documents. Coordinate recesses between Architectural and Structural drawings. 18. Provide construction and control joints in concrete slabs. Coordinate all joints with Contractor prior to placement of concrete. Provide marked up plan of proposed control and construction joints for approval prior to placement of slabs. Provide decorative saw cut and control joints in exposed slabs as per the Contract Documents. Provide construction joints as per detail 2/57.02. 19. Provide column pour -backs with isolation joint materials as detailed. 20. All specified concrete thicknesses shall be formed to full depth as stated, no "nominal" dimension forms are allowed. 21. Supply and Install all concrete reinforcing steel as indicated. Provide all required hoisting and handling of reinforcing materials. Provide all additional reinforcing beyond typical details as called out on framing plans. 22. Provide sleeves and /or bulkheads at openings in concrete decks as per details 3 &4on 57.02. 23. Provide all miscellaneous materials required to provide a complete scope of work including all tie wire, chairs, dobies, supports, and template ties as required for proper spacing from concrete formwork and adjacent materials. 24. Provide all required shoring and /or re- shoring of slabs on deck as necessary for a complete and proper installation. 25. Coordinate with Fire Sprinkler, Plumbing, HVAC, and Electrical Subcontractors for installation of fixtures, conduits, and sleeves. 26. Provide all required concrete pumping as necessary for the safe and proper execution of this work. Location of hoisting and pumping equipment is to be coordinated with the Contractor. 27. Provide all required dust control, wheel cleaning and surface cleaning as required when necessary to keep dust to a minimum and to avoid tracking dirt onto adjacent roadways. This subcontractor shall be responsible for enforcing these requirements specifically for cement mixers, pump trucks and rebar delivery vehicles. 28. Provide temporary power needed for the performance of this work. 29. Provide sequencing of all work in accordance with the project schedule. 30. Provide certifications from manufacturers and governing authorities as required. 31. Provide all submittals as required in the Contract Documents; specifically include design mixtures, formwork shop drawings, shoring and reshoring plans and construction joint layout plans, etc. 32. Provide proper coordination with Owner's special inspection and testing firms. Coordinate schedules and ensure that all tests and inspections are properly performed prior to, during and after performing the work Headwaters Construction Company Basis of Estimate Page 5 of 11 Basis of Estimate HEADWATERS Black Canyon High School - Bonneville Joint School District 93 CONSTRUCTION CO 4928 E. 151 Street Idaho Falls, ID September 21, 2016 as per the testing requirements in the Contract Documents. This subcontract shall verify that all required inspections /tests are performed and approved on materials and or surfaced upon which this subcontractor shall perform work prior to engaging in the work. 33. This scope of work excludes: 1. Surveying 2. Special Testing and Inspections, special inspections and testing noted in the Specifications as not specifically provided by the Owner shall be included. 3. Construction Water — To be provided by the General Contractor 4. Classroom Wing Concrete Foundations (footings, stem walls, piers and slab on Grade) 5. Gymnasium Wing Concrete Foundations, Slabs, and Slabs on Metal Decks. 34. Headwaters Construction Company has included additional funds in this scope of work to account for the following: 1. Additional misc. reinforcing materials 2. Labor to clean metal decks 3. Additional misc. forming at deck edges 4. Additional misc. construction and control joint work 5. Deck openings not identified on current drawings 6. Recessed slabs not identified on current drawings 7. Additional misc. sleeves and bulkheads 8. Possible shoring and reshoring of decks 9. Additional misc. roof pads and landings BID PACKAGE #25 COMPLETE CLASSROOM WING EARLY PRIMARY STEEL 1. Regardless of trade jurisdiction provide all necessary and required labor, services, materials, equipment, hoisting, tools, temporary provisions, supervision, applicable taxes, insurance, licenses and permits (except building permit), and cleanup required to furnish, install and complete the Subcontractor's Scope of Work as specified in and in strict accordance with the Contract Documents, including the Contractor's Project Progress Schedule. 2. Provide all labor, materials, and equipment to complete the structural steel work shown in the Contract Documents. 3. Protect all adjacent structures, surfaces, and materials from damage during this scope of work. 4. Keep as -built drawings current and provide weekly updates prior to approval of pay applications. 5. Provide all STRUCTURAL STEEL as per the Contract Documents and in strict accordance with the project specifications, including but not limited to all wide flange and HSS columns, wide flange and HSS beams, HSS posts, brace frames, Buckling Restrained Braces (BRB's), embeds, base plates, gusset plates, stiffener plates, drag connection plates, knife plates, column splice plates (2/S7.03), roof frames (2/S7.05), concrete deck opening supports (1/S7.05), associated bolts /washers /nuts (steel to steel and steel to concrete), edge Headwaters Construction Company Basis of Estimate Page 6 of 11 Basis of Estimate HEADWATERS Black Canyon High School - Bonneville Joint School District 93 CONSTRUCTION CO 4928 E. 151 Street Idaho Falls, ID September 21, 2016 of deck details (4 &5/S7.05), ledger angles, deck ledger angles, ledger angle kickers, bent plates, connection clips and plates, angle bracing (3/S7.05), fasteners, anchors, bearing and leveling plates, weld plates and angles, nelson /weld studs, headed studs, labor, welding, hoisting, equipment, etc. as necessary for a complete installation. 6. Supply and install all structural supports for skylights, roof hatches and HVAC, plumbing, and electrical penetrations as indicated and as required. 7. Furnish for installation by others all structural steel embeds, masonry wall embeds, and other embedded steel as per the Contract Documents. Furnish embedded items clearly designated for location, and provide placement drawings and templates as necessary to ensure proper installation. 8. Provide all STEEL JOISTS as per the Contract Documents, including, but not limited to all submittals, shop drawings, metal joist and girder materials in all types and sizes as specified, top chord extensions, extension ends, camberjoists, bearing end shoes, factory applied primer, bridging, uplift bridging, steel bearing plates, ceiling extensions, bolts and threaded fasteners, nuts and washers, welding electrodes, splice plates, hoisting, welding, labor, equipment, etc. as necessary for a complete installation. 9. Joist manufacturer shall design joists to include all additional live and dead loads at no additional cost. Coordinate with Fire Sprinkler, Plumbing, and HVAC Subcontractors for design loads. 10. Provide all STEEL DECKING for floors, roofs, etc. as per the Contract Documents, including, but not limited to all submittals, shop drawings, deck materials in all gauges and types as specified, concrete leaking closures, flexible closure strips, sheet metal deck accessories, pour stops, girder fillers, column closures, end closures, z- closures, cover plates, weld washers, flat sump plates, reinforcing channels, temporary supports, labor, welding, hoisting, equipment, etc. as necessary for a complete installation. 11. Provide delivery tickets with each delivery, mill test reports, and mill certificates for Owner's testing agency. 12. Provide all steel with factory applied primer, galvanizing, or powder coating as specified. Provide touch -up of finishes for field welding locations as required. 13. For all steel materials that are to be exposed, steel shall be prepared appropriately prior to primer application to ensure that primer fully adheres to raw steel and steel is ready to accept finish painting. Primer that is flaking or easily removed with a flat blade shall be removed, re- prepared, and re- primed by Subcontractor. 14. Provide repair of galvanized finishes on decking and primed finishes on joists after installation; touch -up galvanizing of steel deck welds if welding is utilized 15. Provide layout of work from major benchmarks and significant grid lines furnished by the Contractor. Control erection as required for plumb and proper alignment of this work. 16. Provide all hoisting for structural steel, joists, decking, and any related materials. Coordinate location of hoisting equipment with the Contractor. Provide all off loading and storage of steel materials as necessary. Coordinate with Contractor concerning all laydown areas and delivery schedules. Subcontractor shall be aware that the first level slab -on -grade will not be complete at the time of steel erection; thus provide all terrain type lifts as necessary for the safe performance of this work. 17. Provide field welding per AISC standards, including grinding and priming as required per plans and specifications. Provide welder certifications prior to start of erection. Pay for all offsite or plant third party Headwaters Construction Company Basis of Estimate Page 7 of 11 Basis of Estimate HEADWATERS Black Canyon High School - Bonneville Joint School District 93 CONSTRUCTION CO 4928 E. 15t Street Idaho Falls, ID September 21, 2016 inspections. 18. Provide all required safety cabling and flagging at floor perimeters, leading edges of decking, and at major interior openings of steel framing, as required for the safe performance of this work. Provide design of edge protection for proper deflection. Edge protection shall meet all OSHA standards. Toe boards, minor openings, barriers at concrete, and removal will be provided by the General Contractor. 19. Provide all necessary cutting and removal of floor and roof decking at designated openings as per the Contract Documents. Coordinate timing of cutting openings with other trades to ensure a safe work environment. 20. Anchor bolts and embedded plates shall be installed by others. Prior to erection of structural steel, inspect, field measure and verify that embedded items are located properly and conform to specified installation tolerances. Report in writing any deficiencies found with the installations. Do not erect steel until the reported deficiencies have been corrected. Failure to provide a written report or commencement of installation will indicate Subcontractor's acceptance of embedded installation by others. Anchor bolts for baseplates have been furnished and installed by the Concrete Subcontractor. This subcontract shall include an allowance of $10,000 in the bid for a survey of installed anchor bolts to confirm location and to be incorporated into steel shop drawings. 21. Provide suitable markings of materials to correspond with approved shop drawings for ease of field installation and verification. Coordinate fabrication and delivery of materials with installation sequencing to expedite erection and minimize field handling of materials. 22. Provide sequencing of all work in accordance with the project schedule. 23. Provide any temporary erection clips, shims, bolts, shoring, guying, catenary lines, or scaffolding which may be required for the proper performance of this work. 24. Provide all gas powered welding machines as required for the performance of this work. The Contractor will supply NO temporary power for electrically operated welding machines. 25. Provide all submittals as required in the Contract Documents; specifically include shop drawings, qualification data, welding certificates, manufacturer certificates, mill certificates, product test reports, etc. 26. Clean up and dispose of subcontractor generated debris on a daily basis. 27. Provide proper coordination with Owner's special inspection and testing firms. Coordinate schedules and ensure that all tests and inspections are properly performed prior to, during and after performing the work as per the testing requirements in the Contract Documents. This subcontract shall verify that all required inspections /tests are performed and approved on materials and or surfaced upon which this subcontractor shall perform work prior to engaging in the work. 28. Provide a 100 % Performance and labor and materials payment bond in the amount of the subcontract value. 29. Subcontractor shall account for, as part of its Proposal, the fact that the Contract Documents may not contain all required details, parts, or pieces necessary to provide a complete and functioning system; therefore, it is the responsibility of the Subcontractor to make reasonably inferable assumptions and allowances, as part of its proposal, so as to help account for design omissions and ensure that all elements associated with the Scope of Work comply with all governing codes and regulations using best engineering practices. Headwaters Construction Company Basis of Estimate Page 8 of 11 Basis of Estimate Black Canyon High School - Bonneville Joint School District 93 4928 E. 1St Street Idaho Falls, ID HEADWATERS CONSTRUCTION CO September 21, 2016 30. Time is of the essence of this Contract. This Subcontractor shall closely coordinate their work with Headwaters Construction Company and the other subcontractors to achieve timely completion. Per Alternate 25.2, Subcontractor agrees to participate in an expedited shop drawing and review process as described in GMP #3 Addendum #2. Subcontractor further agrees that the following milestone dates shall be achieved: 31. This scope of work excludes: a. Surveying, with exception of the anchor bolt survey allowance. b. Testing and inspections c. Column Anchor Bolts — Furnished and installed in GMP 02. d. Construction Water — To be provided by the General Contractor. e. Metal Panels — To be included in future GMP 4. f. Cold- formed metal framing and non - structural metal framing (By Gypsum Drywall Subcontractor). g. Architectural miscellaneous metal fabrications — To be included in future GMP 4. 32, Headwaters Construction Company has included additional funds in this scope of work to account for the following: 1. MEP supports not shown in current drawings 2. Additional misc. steel joist bracing 3. Additional misc. steel deck closures /bracing Headwaters Construction Company Basis of Estimate Page 9 of 11 Subcontract Award 9/8/2016 Begin Detailing 9/12/2016 Complete Detailing 9/29/2016 Fabrication & Procurement 9/29/2016 W M Complete Fabrication 11/1/2016 4` Deliver Steel 11/4/2016 Begin Erection 11/7/2016 Complete Erection 1/15/2017 Begin Detailing 9/30/2016 Complete Detailing 10/18/2016 CIS Fabrication & Procurement 10/18/2016 a Complete Fabrication 11/18/2016 4` Deliver Steel 11/21/2016 Begin Erection 11/22/2016 Complete Erection 1/27/2017 Begin Detailing 10/19/2016 Complete Detailing 11/2/2016 CO Fabrication & Procurement 11/3/2016 Complete Fabrication 12/1/2016 4 Deliver Steel 12/5/2016 Begin Erection 12/12/2016 Complete Erection 1/27/2017 31. This scope of work excludes: a. Surveying, with exception of the anchor bolt survey allowance. b. Testing and inspections c. Column Anchor Bolts — Furnished and installed in GMP 02. d. Construction Water — To be provided by the General Contractor. e. Metal Panels — To be included in future GMP 4. f. Cold- formed metal framing and non - structural metal framing (By Gypsum Drywall Subcontractor). g. Architectural miscellaneous metal fabrications — To be included in future GMP 4. 32, Headwaters Construction Company has included additional funds in this scope of work to account for the following: 1. MEP supports not shown in current drawings 2. Additional misc. steel joist bracing 3. Additional misc. steel deck closures /bracing Headwaters Construction Company Basis of Estimate Page 9 of 11 Basis of Estimate HEADWATERS Black Canyon High School - Bonneville Joint School District 93 CONSTRUCTION CO 4928 E. 1" Street Idaho Falls, ID September 21, 2016 4. Additional misc. prime painting, galvanizing and touch -up 5. Additional misc. provisions for erection due to Slab On Grade not being installed 6. Toeboards at slab edge protection 7. Cutting and removal of floor decking at openings not shown in current drawings 8. Additional misc. provisions for anchor bolts being furnished and installed by others. 9. Additional misc, temporary power provisions 10. Grouting of column base plates 11. Misc. provision for field measuring. BID PACKAGE #34 DAMPPROOFING 1. Comply with the requirements of the Geotechnical Report and Contract Documents. 2. Protect all adjacent structures, surfaces, and materials from damage during this scope of work. 3. Provide all bituminous damp - proofing as per the Contract Documents. Include all required surface preparation, damp - proofing materials, primers, patching compounds, misc. materials, etc. as necessary for a complete installation. Provide all required materials in thicknesses as specified. Dampproofing shall be provided for the complete building, including all Areas, not just those identified in GMP #3 steel package. Specifically, the items to be included are as follows: exterior foundation walls (classroom wing, admin area, and gymnasium wing), elevator pits, stage retaining walls, arbor pit walls. 4. Provide damp - proofing at interior elevator pits and stage walls as identified. 5. Provide temporary power needed for the performance of this work. 6. Provide sequencing of all work in accordance with the project schedule. 7. Provide protection course at areas delineated in specification section 071113- 3.1 -B -2. 8. This scope of work excludes: 1. Rigid Board Insulation — Included in GMP 02. BID PACKAGE #82 ELEVATORS 1. Provide all labor, materials and equipment necessary to supply and install the Hydraulic Elevators according to the Contract Documents and in strict accordance with all requirements of Section 142400. 2. Provide all related material certificates, qualification data, sample warranties, shop drawings, cut sheets, sample finishes, etc. as required. 3. Provide all elevators to meet performance requirements as specified, including, but not limited to load ratings, rated speeds, hoisting system type, travel distance, number of stops, number of entrances, accessibility, seismic, operation systems, auxiliary operations, and car enclosure dimensions. Headwaters Construction Company Basis of Estimate Page 10 of 11 Basis of Estimate HEADWATERS Black Canyon High School - Bonneville Joint School District 93 CONSTRUCTION CO 4928 E. 1St Street Idaho Falls, ID September 21, 2016 4. Provide all elevator cars with finishes and features as specified, specifically wall finishes, fixtures, reveals, door faces, door sills, ceilings, handrails, ventilation, etc. 5. Provide all hoistway entrances as specified. 6. Provide all required signal equipment as specified, specifically call buttons /lights, car - control stations, emergency communication systems, car position indicators, annunciators, etc. 7. Provide all hoisting and scaffolding for the elevator work as required for a complete and safe installation. 8. Lubricate, test and balance the equipment provided herein. 9. Subcontractor shall cooperate with other subcontractors working on the project and provide via shop drawings, information required to construct a hoistway meeting all applicable codes and ordinances. Subcontractor's shop drawings shall also show wall locations for control boxes, position indicators, block - outs, sleeves, integral anchors, etc. 10. Coordinate locations and dimensions of other work specified in other sections that relate to hydraulic elevators, including pit ladders; sumps and floor drains in pits; entrance subsills; electrical services; and electrical outlets, lights, and switches in hoistways, pits, and machine rooms. 11. Provide protection at elevator doors & Jambs. Remove and dispose of the protective devices when directed by Contractor. 12. Provide touch -up of all prime painted surfaces. 13. Timely deliveries and installations are essential to the schedule of the project. All materials shall be delivered and /or installed when required by the Contractor's construction schedule. Personnel experienced in this type of work shall perform the installation. 14. Provide daily cleaning of work area as required for the execution of the elevator work and final clean -up of debris at the conclusion of the work. 15. Protect all adjacent structures, surfaces, and materials from damage during this scope of work. 16. Provide all required operation and maintenance data, inspection and acceptance certificates, operating permits, demonstrations, etc. as required. 17. Provide all required maintenance agreements and special warranties as strictly specified. 18. Headwaters Construction Company has included additional funds in this scope of work to account for the following: 1. Provisions for temporary use of the elevator 2. Additional misc. provision for card reader rough -in and conduit 3. Grouting of elevator sills 4. Required elevator sleeves and conduits in concrete 5. Elevator hoist beam 6. Additional elevator shaft barricades and platforms. Headwaters Construction Company Basis of Estimate Page 11 of 11 En w V C) C) co 1--1 1-� w w M Black Canyon High School Enumeration of Documents September 21, 2016 Bonneville Joint School District No. 93 Project Manual GMP #3 Early Primary Steel & Floor Slabs - August 12, 2016 Specification/ Drawing Description Spec Date Stamp Date Headwaters Received Date Revision Division 01 General Requirements 011000 Summary 12- Aug -16 12- Aug -16 012300 Alternates 12- Aug -16 12- Aug -16 012500 Substitution Procedures 12- Aug -16 12- Aug -16 012600 Contract Modification Procedures 12- Aug -16 12- Aug -16 012900 Payment Procedures 12- Aug -16 12- Aug -16 013100 Project Management and Coordination 12- Aug -16 12- Aug -16 013200 Construction Progress Documentation 12- Aug -16 12- Aug -16 013300 Submittal Procedures 12- Aug -16 12- Aug -16 014000 Quality Requirements 12- Aug -16 12- Aug -16 014200 References 12- Aug -16 12- Aug -16 015000 Temporary Facilities and Controls 12- Aug -16 12- Aug -16 016000 Product Requirements 12- Aug -16 12- Aug -16 017300 Execution 12- Aug -16 12- Aug -16 017700 Closeout Procedures 12- Aug -16 12- Aug -16 017823 Operation and Maintenance Data 12- Aug -16 12- Aug -16 017839 Project Record Documents 12- Aug -16 12- Aug -16 017900 Demonstration and Training 12- Aug -16 12- Aug -16 Division 03 Concrete 033000 Cast -In -Place Concrete 12- Aug -16 12- Aug -16 Division 05 Metals 051200 Structural Steel Framing 12- Aug -16 12- Aug -16 051219 Buckling Restrained Braces 12- Aug -16 12- Aug -16 052100 Steel Joist Framing 12- Aug -16 12- Aug -16 053100 Steel Decking 12- Aug -16 12- Aug -16 Division 07 Thermal and Moisture Protection 071113 Bituminous Dampproofing 12- Aug -16 12- Aug -16 072100 Thermal Insulation 12- Aug -16 12- Aug -16 Division 14 Conveying Systems 142400 Hydraulic Elevators 12- Aug -16 12- Aug -16 Division 21 Fire Supression 210000 Fire Sprinkler Systems 12- Aug -16 12- Aug -16 Division 22 Plumbing 220000 Plumbing General Requirements 12- Aug -16 12- Aug -16 Division 31 Earthwork 31000 Earthwork 12- Aug -16 12- Aug -16 Report Title Report Date Stamp Date Headwaters Received Date Revision Exhibits Geotechnical Report A Geotechnical Soils Report 22- Apr -15 22- Apr -15 12- Aug -16 B Geotechnical Soils Report, Addendum #1, 22- Apr -16 22- Apr -16 12- Aug -16 Drawings Specification/ Drawing Description FDrawing Date Stamp Date I Headwaters Received Date Revision GIMP #3 - Early Primary Steel & Floor Slabs - August 21, 2016 Page 1 of 5 Black Canyon High School Enumeration of Documents September 21, 2016 Bonneville Joint School District No. 93 Page 2 of 5 Specification/ Headwaters Drawing Description Spec Date Stamp Date Received Date Revision 0.0 Cover Sheet 12- Aug -16 12- Aug -16 12- Aug -16 G0.01 Drawing Index 12- Aug -16 12- Aug -16 12- Aug -16 G0.02 Drawing Information 12- Aug -16 12- Aug -16 12- Aug -16 G0.03 Exterior Wall Types & Rated Assemblies 12- Aug -16 12- Aug -16 12- Aug -16 G0.04 Wall Types & Rated Assemblies 12- Aug -16 12- Aug -16 12- Aug -16 G1.00 Code & Energy Compliance 12- Aug -16 12- Aug -16 12- Aug -16 Level 1 Fire /Smoke Rating, Exiting & G2.00 Occupancy Plan 12- Aug -16 12- Aug -16 12- Aug -16 Level 2 Fire /Smoke Rating, Exiting & G2.01 Occupancy Plan 12- Aug -16 12- Aug -16 12- Aug -16 Level 3 Fire /Smoke Rating, Exiting & G2.02 Occupancy Plan 12- Aug -16 12- Aug -16 12- Aug -16 G -01 General Layout, General Notes, Sheet Index 12- Aug -16 12- Aug -16 12- Aug -16 C -01 Subgrade Development Plan 12- Aug -16 12- Aug -16 12- Aug -16 C -02 Building Pad - Subgrade Grading Plan 12- Aug -16 12- Aug -16 12- Aug -16 C -03 Overall Grading Limit Plan 12- Aug -16 12- Aug -16 12- Aug -16 C -04 Building Pad Utility Plan 12- Aug -16 12- Aug -16 12- Aug -16 PP -01 North Access Road -Plan & Profile 12- Aug -16 12- Aug -16 12- Aug -16 North Access Road, Lost River Rd. Plan and PP -02 Profiles 12- Aug -16 12- Aug -16 12- Aug -16 East Access Road, West Access Road Plan PP -03 and Profiles 12- Aug -16 12- Aug -16 12- Aug -16 PP -04 Water Line Plan & Profile 12- Aug -16 12- Aug -16 12- Aug -16 PP -05 Water Line, 45th East Plan & Profile 12- Aug -16 12- Aug -16 12- Aug -16 PP -06 Water Line Plan & Profile 12- Aug -16 12- Aug -16 12- Aug -16 PP -07 Sanitary Sewer Line Plan & Profile 12- Aug -16 12- Aug -16 12- Aug -16 PP -08 Sanitary Sewer Line Plan & Profile 12- Aug -16 12- Aug -16 12- Aug -16 EC -1 Erosion Control Plan 12- Aug -16 12- Aug -16 12- Aug -16 EC -2 Erosion Control Plan Details 12- Aug -16 12- Aug -16 12- Aug -16 A2.00 Slab Plan 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.00b Slab Plan- Area B 12- Aug -16 12- Aug -16 12- Aug -16 A2.00c Slab Plan- Area C 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 A2.00d Slab Plan- Area D 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.00e Slab Plan- Area E 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.00f Slab Plan- Area F 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.01 Composite Level 1 Floor Plan 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.02 Composite Level 2 Floor Plan 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.03 Composite Level 3 Floor Plan 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.04 Composite Roof Plan 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 A2.11b Level 1 Floor Plan - Area B 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.11c Level 1 Floor Plan - Area C 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.11d Level 1 Floor Plan - Area D 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.11e Level 1 Floor Plan - Area E 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.11f Level 1 Floor Plan - Area F 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.11g Storage Floor Plan - Area F 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.12b Level 2 Floor Plan - Area B 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 Page 2 of 5 Black Canyon High School Enumeration of Documents September 21, 2016 Bonneville Joint School District No. 93 Specification/ Drawing Description Spec Date Stamp Date Headwaters Received Date Revision A2.12c Level 2 Floor Plan -Area 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.12d Level 2 Floor Plan - Ar 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.12e Level 2 Floor Plan - Area E 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.13a Level 3 Floor Plan - Area B & C 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.13b Level 3 Floor Plan - Area D 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.13c Level 3 Floor Plan - Area E 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.13d Level 3 Floor Plan - Area F 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.81 Roof Details 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 A2.82 Roof Details 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 A2.83 Roof Details 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.84 Roof Details 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.85 Roof Details 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A2.86 Roof Details 12- Aug -16 12- Aug -16 12- Aug -16 A2.87 Roof Details 12- Aug -16 12- Aug -16 12- Aug -16 A3.01 Building Elevations 12- Aug -16 12- Aug -16 12- Aug -16 A3.02 Building Elevations 12- Aug -16 12- Aug -16 12- Aug -16 A3.03 Building Elevations 12- Aug -16 12- Aug -16 12- Aug -16 A3.04 Building Elevations 12- Aug -16 12- Aug -16 12- Aug -16 A3.10 Building Sections 12- Aug -16 12- Aug -16 12- Aug -16 A3.11 Building Sections 12- Aug -16 12- Aug -16 12- Aug -16 A3.12 Building Sections 12- Aug -16 12- Aug -16 12- Aug -16 A3.13 Building Sections 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A3.14 Building Sections 12- Aug -16 12- Aug -16 12- Aug -16 A3.15 Building Sections 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A3.16 Building Sections 12- Aug -16 12- Aug -16 12- Aug -16 A3.17 Building Sections 12- Aug -16 12- Aug -16 12- Aug -16 A3.18 Slab - Sections 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 A4.11 Exterior Wall Sections 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A4.12 Exterior Wall Sections 12- Aug -16 I 12- Aug -16 12- Aug -16 A4.13 Exterior Wall Sections 12- Aug -16 12- Aug -16 12- Aug -16 A4.14 Exterior Wall Sections 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A4.15 Exterior Wall Sections 12- Aug -16 12- Aug -16 12- Aug -16 A4.16 Exterior Wall Sections 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A4.80 Foundation Details 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A4.81 Exterior Details 12- Aug -16 12- Aug -16 12- Aug -16 A4.82 Exterior Details 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A4.83 Exterior Details 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A5.01 Enlarged Kitchen Plan 12- Aug -16 12- Aug -16 12- Aug -16 A5.13 Enlarged Restroom Plans 12- Aug -16 12- Aug -16 12- Aug -16 A6.09 Enlarged Elevator 01 Plans & Sections 12- Aug -16 12- Aug -16 12- Aug -16 A6.10 Enlarged Elevator 02 Plans & Sections 12- Aug -16 12- Aug -16 12- Aug -16 A8.91 Interior Details 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 A8.94 Interior Details 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 S0.00 Title Sheet 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 50.01 General Notes 12- Aug -16 12- Aug -16 12- Aug -16 50.02 General Notes 12- Aug -16 12- Aug -16 12- Aug -16 50.03 Overall Level 1 Plan 12- Aug -16 12- Aug -16 12- Aug -16 51.01 Site Plan 12- Aug -16 12- Aug -16 12- Aug -16 Page 3 of 5 Black Canyon High School Enumeration of Documents September 21, 2016 Bonneville Joint School District No. 93 Specification/ Drawing Description Spec Date Stamp Date Headwaters Received Date Revision 51.02 Level 2 Loading Schedule 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 51.03 Level 3 Loading Schedule 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 51.04 Roof Level Loading Schedule 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 52.01 Composite Level 1 Floor Plan 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 52.02 Composite Level 2 Floor Plan 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 52.03 Composite Level 3 Floor Plan 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 52.04 Composite Roof Level Floor Plan 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 52.11b Level 1 Foundation Plan Area B 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 52.11c Level 1 Foundation Plan Area C 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 52.11d Level 1 Foundation Plan Area D 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 52.11e Level 1 Foundation Plan Area E 12- Aug -16 12- Aug -16 12- Aug -16 52.11f Level 1 Foundation Plan Area F 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 52.11g Storage Floor Plan - Area F 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 52.12b Level 2 Framing Plan - Area B 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 52.12c Level 2 Framing Plan - Area C 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 52.12d Level 2 Framing Plan - Area D 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 52.12e Level 2 Framing Plan - Area E 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 52.12f Level 2 Framing Plan - Area F 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 S2.13b Level 3 Framing Plan - Area B 12- Aug -16 12- Aug -16 12- Aug -16 S2.13c Level 3 Framing Plan - Area C 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 52.13d Level 3 Framing Plan - Area D 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 52.13e Level 3 Framing Plan - Area E 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 52.13F Level 3 Framing Plan - Area F 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 S2.14c Roof Level Framing Plan - Area C 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 52.14d Roof Level Framing Plan - Area D 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 52.14e Roof Level Framing Plan - Area E 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 52.14f Roof Level Framing Plan - Area F 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 53.01 Wall Elevations 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 53.02 Wall Elevations 12- Aug -16 12- Aug -16 12- Aug -16 53.11 Frame Elevations 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 53.12 Column Schedule 12- Aug -16 12- Aug -16 12- Aug -16 53.13 Column Schedule 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 53.14 Column Schedule 12- Aug -16 12- Aug -16 12- Aug -16 S3.15 Column Schedule 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 53.16 Typical Braced Frame Details 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 56.01 Typical Concrete Details 12- Aug -16 12- Aug -16 12- Aug -16 56.02 Concrete Details 12- Aug -16 12- Aug -16 12- Aug -16 56.03 Concrete Details 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 56.04 Concrete Details 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 56.11 CMU Details 12- Aug -16 12- Aug -16 12- Aug -16 S6.12 CIVIL) Details 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 57.01 Typical Steel Details 12- Aug -16 12- Aug -16 12- Aug -16 57.02 Typical Steel Details 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 57.03 Typical Steel Details 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 57.04 Typical Steel Details 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 57.05 Typical Slab On Deck & Roof Details 19- Aug -16 19- Aug -16 19- Aug -16 Add 1 57.07 Typical Girders & Roof Slope Details 25- Aug -16 25- Aug -16 26- Aug -16 Add 2 57.08 Typical Steel Details 12- Aug -16 12- Aug -16 12- Aug -16 Page 4 of 5 Black Canyon High School Enumeration of Documents September 21, 2016 Bonneville Joint School District No. 93 Specification/ Drawing Description Spec Date Stamp Date Headwaters Received Date Revision UG -P0.1 Underground Utilities Plumbing Plan 12- Aug -16 12- Aug -16 12- Aug -16 Addendums Addendums Description Drawing Date Stamp Date Headwaters Received Date Revision 1 GMP #3 Addendum #1 19- Aug -16 NA 19- Aug -16 2 GMP #3 Addendum #2 26- Aug -16 NA 26- Aug -16 Page 5 of 5 w a A w x 443: ;1*7 ` A I I HEADWATERS CONSTRUCTION CO www.HeadwatersCC.com