5/20/2018 0002 Division 00a

1/99

B

V H

P R O J E C T M A N U A L

C r o s s

C o u n t y S c h o o l

S h o p

A d d i t i o n

C o u n t y

R o a d

1 2 3

S t r o m s b u r g , N E 6 8 6 6 6

O w n e r :

C r o s s C o u n t y C o m m u n it y

S c h o o l s

P O B o x 5 2 5

S t r o m s b u r g ,

N E 6 8 6 6 6

8 / 1 1 / 2 0 1 4

9 / 4 / 2 0 1 4

0 2 : 0 0

P M C T

P r o j e c t N a m e

( P r o j e c t D : 2 1 4 4 4 5 8 )

C r o s s

C o u n t y S c h o o l

S h o p A d d i t i o n

P l a n s F r o m

A & D T e c h n i c a l

L i n c o l n

N E

6 8 5 0 9

M a i l B a c k

B in #

A d d e n d a R e c

B V H

A r c h i t e c t s

5/20/2018 0002 Division 00a

2/99

SECT ION

000100

TABLE

O F

CONTENTS

INTRODUCTORY I NFORMAT ION

Se c t o n 000100 T ab e o f Con ten ts

.............................................

....................... ......... 4

Se ct o n

000101

Pro ect D rectory

...........................

.........

............

........ ....... .

S e c t o n 000105 Ce rt f cat ons

P a g e

2

DIV IS ION O - B ID D ING AND CON T RAC T R EQU IR EMEN T S

Section

001113 Advert isement

fo r

B

ds

. . . .

3

Section

002113 nstructions to

B

dders

9

Docum ent A lA

A701-1997 nst ruc ti ons

to B

dders . . . . . . .

6

Sect ion

003100

Document

Document

Section

004100

Sec ti on 005000

Section 007200

Document

Section 007300

A va

ab

e

Pro e ct n fo rm a t on

........................

....................................

Geotechnical Eng ineer ing Repor t . . . . . . . . . . . .

. . . . . . . . . . . . .

4 3

A IA

C106-2013 Digi tal

Data

Licensing

Agreement

. . . . . . . . . .

3

B id

Form.............................

.....................

. . .

. . . . . .

............................

2

Cont ract ing F orm s a nd Su pp em ents.. . .. . .. . .. . .. . .. . ..

.............. . . . . .

.........

General Cond i t ions

......................................... . . . . . . .

.......

A A

A201-2007

General Cond it ions o f th e

Contract

fo r Construction

. . . . . . . . .

3 8

S u p p

emen ta ry

Co n d

t ions

. . . . . .

. . . .

. . . . . . . . . ................

.......

8

D IV IS ION

- GENERAL REQU IREMENTS

Sect ion

011000

Sect ion

012000

Sect ion

012200

Sect ion

013000

Section 013001

Sect ion 014000

Section

015000

Sect ion

016000

Section

0 1 6 0 0 1

Sect ion

017000

Section 017800

Summary.. . . . . . . . . . . . . . . . . . . . . . . ..................... ........... ....................... 2

P r i c e an d

Payment Procedures . . . . . . .

. . . 4

Un t

Pr

ces.....................

............-........ . . . . .......................................... 2

Admin is t ra t

ve

Requ i remen ts

. . .

....... . . . . . .

..................... ............. . . .

7

Transmi t ta l Form.................................... ......... ............... ....... ........... . . .

Q ua ty

R equ rem ents.. . . .. . . .. . . .. . . . . . . .. . .. . . .. . .. . . .. . . .. . .. . . .. . .. . . .. . ..

..........................

5

Tempo ra r y

Faci l i t ies

an d Con t ro s..............

. . . . . ..........

.................

3

P r o d u ct R equ ir emen ts .. .................. .

_.....

.......................

............ . 3

O ff

Site

Stored Mater Agreemen t . . . . . . . . . . . . . ...............

..............

2

E xe cu t io n an d C

oseou t R equ rem ents.. . . .. . . .. . . .. . . .. . . .. . . .. . . .. ................ 8

C oseou t

Subm

tta s .............................................. ...........

...............

4

DIV IS ION

2

EX IS T ING COND I T IONS

S e ct o n 02 4 100 D em o t

on...........

......................................... ..............

......

3

DIV IS ION 3 -

CONCRETE

Sect ion

033000

Cast -

n- P

ace Conc re te . ..

.............................

...................................

10

Sect ion

034500

Precast

Arch

tectu ra

Concrete... . . . . . .

.. ..........

. . . ...............

........

........ 7

DIV IS ION 4 - MASONRY

Sect

on

040511 Masonry Mor tar ing and Grout n g 4

Sec t

on 042000 Un t

Masonry.. . . . . ............

.........................................

...................... 9

BVH

L 1 4057 T AB LE O F C O N TE N TS

000100 -

B V H Architects

L t d .

5/20/2018 0002 Division 00a

3/99

DIVIS ION

5

- METALS

Sect ion

051200

Structura l

Steel

Fram ing................................................................................. 3

Sect ion

052100

Steet

Joist Framing.

...........

.............................................................. ......... 3

Sect ion

053100

Steel Decking........._......... .................... ........................................... 3

Sect ion

054000

Cold

Form ed Me tal Fram ing..... . . .. . . .. . . .. . . . .. . . .. . . .. . . .. . . . .. . . .. . . .. . . .. . . . ..

...... . 3

Section 055000 Metal Fabrications

......................................................._................. ...

Sect o n 055100

Meta Stairs

...................... ................

.............................

.......

5

DIVIS ION 6 WOOD P LAST IC AND COMPOS ITES

Sect on 061000

Rough

Carpent ry ............... ................ ...... .............. .......... .... ............... ......... 4

Sect ion

064100

Arch tectura

Wood

Casework

....................................

...................

_..........

5

DIVISION 7 -

THERMAL

AND MO IS TURE

PROTECTION

Sec t

on 072100 Therma

nsu

ation ................................................... ............. _..........

........... 5

Sect ion

072510 Fluid

Appl ied

Membrane A

r

Barriers .................. 9

Sect

on

074213

Meta

W a Pane

s

...... ........

4

Section 075300 E astomer ic Membrane R o o f n g

.._.

7

Sect ion

076200

Sh ee t M e ta

F

ashing and Trim..... . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. .. ... ....... .......... 3

Sect ion

079005 Joint Sealers

.............

...... .......

.........

.......

..........

. .. .. . . .. .. .. .. .

5

Sect ion

079513

Expansion Jo nt Cover Assemb ies ............................................................... 3

DIVISION 8

OPENINGS

S e c t o n

081113

Hollow M e t a l Doors

and F rames

5

Se ct o n

083613 Sect

ona

Doors ....... ........

4

S e c t o n

084313 A uminum-Framed

Storefronts

6

Sect o n

087100

Doo r Ha rdwar e

............................................................................................... 1 1

Sect on 088000

G az ng

.......

_.........................................................

...................................

5

DIVIS ION 9 - FINISHES

Section 090561

Section 092116

Section 095100

Section 096006

Section

096500

Section

096800

Section 099000

Section 099600

Common Work

Results fo r Flooring Preparation........ 4

Gypsum Board Assemb ies................. ...................................... ................. 5

Acoust o a

C e ngs 3

Water Vapor

Emission

Con tro System for Concre te F oors ........................ 4

Res en t F oor ng ....... ......... 3

Carpeting ................_ ........................................ _ .......................................... 4

Pa nting and Coating..... . .. . . . .. . . . . .. . . .. . . .. . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . .. . . .. 6

H gh Performance Coatings 3

DIVIS ION 10 SPECIALTIES

Sect ion 101101

Visua

D sp ay

Boards ............................................... _..................................

3

Sect ion

101400 S ignage

..................... ...................................... ............. ............................ 2

Section 102800 Toilet

B a t h

and Laundry Accessor e s . ................ ................. ................... 3

Sect ion 104400 Fire P r o te c t on Spec ia

ties

............................

.......

................................... 2

B V H L14057 T AB LE O F CON TE NT S

000100 2

B V H

Architects

L t d

5/20/2018 0002 Division 00a

4/99

DIV IS ION 1 1

-

EQU IPMENT

N o t

Used

DIVISION

12 - FURNISH INGS

N o t

Used

DIV IS ION

13

-

SPEC IAL

CONSTRUCT ION

N o t

Used

DIV IS ION 14 - CONVEY lNG EQU IPMENT

N o t Used

D IV ISON 2 1

FIRE

SUPPRESS ION

Sect ion

210500 C ommon

Wo rk Re s u lts fo r Fire Supp r e s s on .......................

................ 4

Section

211300

F

r e

Suppress ion

S p r nk

e r s

3

DIV IS ION 22

PLUMB ING

Section 220050

Sect ion 220501

Section 220502

Section 220513

Sect ion 220519

Section

220548

Sect ion 220553

Section 220719

Section

221005

Section

221006

Section 221500

Section

224000

Gene ra P umbing

Prov is ions ............................. .......................................... 5

C loseou t Subm it ta ls fo r Plumbing............,...... .. ........

.........,..................

3

Demonstration and T ra in ing fo r Plumbing Sys tems..... . .. . .. . .. . .. . .. . . . . . . . . . . 2

Common Mo to r

Requirements for Mechanica l

Equipment

. . . . . . . . . . . 2

Me te r s

and

Gage s fo r M e c h a nic al Piping

. . . .

..............................

...........

2

Vibration

Seismic Contro ls for Mechanica l Piping

Equipment . . . . . . . . . . . . .

Ident if ication for Me chanica l P iping an d E qu pment... ............................... 2

P umbing P ping

nsu

ation .................... .......................................................

3

P

umbing

P ping

.........................

....... .....................................................

8

P

umbing

P

p ing Spec ia lt ie s

......

. . .

......................................,........................

2

Genera l -Se rv ice

Comp re s s e d -A

r Sys t ems ..................................................

4

Pumb n g Fxtures

. . . . . . . . . 2

DIVISION 23

HVAC

Sect ion

230050

Section 2 3 0 5 0 1

Sect ion 230502

Sect ion 230513

Section 230593

Section 230713

Section 230913

Section

230923

Section

230993

Sect ion

232113

Section

232114

Sect ion 232500

Section 233100

Section 233300

Genera Mechanica

P r o v s

ons..

. . . . . . . 6

C o s e ou t S u bm tta s fo r HVAC ...... .............. ......... 3

Demonstration

a n d

Training for H V A C

Systems . . . . . . . . . . . . . . .

2

Common

Motor

Requirements

fo r H V A C Equ pment

. . . .

. . . .

. . . . . . . . . . . . . . . 2

Testing, Ad jus ting, and B a ancing for H V A C

. . . . . . . . .

5

Duc t Insu lat ion . . .. . .. . .. . .. . .. . .. . . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. .. ,. .. . . 3

instrumentation a n d Contro l Dev ices f o r H V A C . . . . . . . . . . .

. . . .

4

Direc t-D igi ta l Contro Sys tem

for

H V A C . . . . . . . . . .

6

S e q u e nc e o f O p e ra tio n s fo r HVAC Cont ro s . . .

...........................................

2

Hy d r on c Piping .. ............................. ................................ .. . .......... 7

H y d ro n c S p e cia lt

es ........................... . . . . . . . . . ...............

.........

2

HVAC

Water Treatment

2

HVAC

Duc ts

and C asings .. . .. . . .. . . .. . . .. . . .. . . .

............

. . .

.........

3

A ir D u ct

Accesso r i e s

. . . . . .......................... ..........

. . . .

.......... 3

BV H L14057

T ABL E O F

CONTENTS

000100

3

B V H Architects, Ltd.

5/20/2018 0002 Division 00a

5/99

Sect on 233423 HVACPowerVent ators

Sec t ion 233700

A

Ou t

e ts a nd n e t s

. . . . .

2

Sec t ion 2 3 8 1 0 1 Te rm i na He a t

T rans fe r

U n

t s

Sec t ion

238127

Sma l l

Spl i t -Sys tem Heat ing

a n d Coo n g

. . . . . . . . . . . . . . . .

. . . . .

2

DIV IS ION 2 4

25 NOT

USED

DIV IS ION

2 6

ELECTR ICAL

S e c t o n 2 6 0 1 0 1

Se c t

o n 260519

S e c t o n

260526

S e c t o n 260529

S e c t o n

260534

S e c t o n 260537

S e ct o n

260553

S e c t o n 260923

S e ct o n

262416

S e c t o n 262717

S e ct o n

26 2 7 26

S e ct o n

262813

S e c t o n

262818

S e ct o n

262913

S e c t

o n

265100

C o m m o n E e c tr c a

Wo r k . . . .

....................................................................... 5

Conduc t o r s

and

Cab

es........

. . . . . . .

5

Ground i ng

and B ond

n g . . . . . . .

. . . . . . 2

H a n g e r s a n d

S up po rts ................................. .................................................

4

Conduit....................................................... ........ . . . . . . ............... 7

B o x e s

..........................................

.................... .................... .......... ......... ...... 5

i d e n t i f i c a t i o n

fo r E lec t r i ca

Systems. . . . . . . . . . . . . . . .

..............................................

L ig h tin g C o n t ro l Dev i c e s ............ ................. ................ .......... ............ ..... 5

Pane l b o a r d s ...................................................................................................

5

E q u i pm e n t

Wir ing ............. ..............................................

........

................ 2

Wir ing De vice s . . . .. . .. . .. . .. . .. . .. . .. . .. . .. . .

. . . . . .

...................... ....................... . . ........

5

Fu se s ..........................................

..............

.................................................... 2

EnclosedSwitches

E n c l o s e d C o n t ro l le r s

.............. . . . . . . . .

...... ................................_...........

3

I n te r i o r

L igh t i ng

...........

.............................. . . . .

......

.............. ................. 6

D IV IS ION 2 7

COMMUN IC A T I ONS

Se c t i o n 2 7 1 0 0 5 S tru c tu re d C a b l in g Fo r Vo i c e

a n d

Data........................................................ 6

Se c t i o n

2 75 3 14

C la s s C lo c k

B e

a n d Pag ng S ys te m s... . . . .. . . . .. . . . .. . . . .. . . .. . . .. . . . .. . . . .. . . .. .. . .. . . . .. 2

D IV IS ION 2 8

ELECTRON IC

SAFETY

A ND S E CURIT Y

Sec t ion

283100

F

r e

De t ec tio n a n d

A

a r m

. . . . .

4

D IV IS ION 2 9 3 0 N OT U SE D

D IV IS ION

31

-

E ARTHWORK

N o t

U s e d

DIV IS ION 3 2

EXTER IOR

IMPROVEMENTS

N o t Used

DIV IS ION 3 3 UTIL IT IES

N o t Used

END O F DOCUMENT

BVH

L 14 057 TA BLE O F

CO NTENTS 000100

4

BVH Arch i te c ts L td .

5/20/2018 0002 Division 00a

6/99

SECT ION

000101

PRO J ECT D IR ECTORY

Speci f icat ions

fo r Cross County Schoo l

Shop Addi t ion

County

R o a d 1 2 3

Stromsburg,

N E

68666

Owner C ross

County Commun i t y

School

P O Box 5 2 5

Stromsburg,

N E

6 8 6 6 6

Archi tect Bah r Ve rmee r

Haecker

Architects, Ltd.

4 4 0

N o .

8 t h t h S t re e t S u it e 1 0 0

Lincoln, N E 68508

Telephone: 402 -475-4551

F a x :

402 - 4 7 5 -02 26

Civi l Engineer

R E G A

1 6 2 0 S . 70* S t r e e t S u i t e

1 0 3

Lincoln, Nebraska 68506

T e le ph on e: 4 0 2 -4 8 4 - 7 34 2

Fax :

402 - 4 8 4 - 7344

Structural Engineer

Lange Structural Group

3616 Potomac

L a n e

Lincoln, Nebraska 6 . 8 5 1 6

Telephone:

402-421-9540

F a x :

402 -560 -9221

Mechanical Electrical Engineer

Engineering

Technologies, Inc.

8 2 5

M .

S t r e e t S u i t e 2 0 0

Lincoln, Nebraska

68508

Te lephone : 402 -476 - 1273

B VH Pro jec t N o. L14057

BVH L14057 P RO JE C T D IR E C TOR Y

000101

B V H

Architects,

L t d .

5/20/2018 0002 Division 00a

7/99

5/20/2018 0002 Division 00a

8/99

SECT ION

000105

CERT IF ICAT IONS PAGE

E S

E R G

L ANGE

A 2 5 2 1

E 1 0 0 4 7

I , James

B .

Berg , am th e Coord ina t ing

hereby

ce r tif y t hat

th e p ortion of this technic

P rofess iona l on C ross C ounty S choo l

Shop

s ubm is s io n des cr ib ed

below

w as p re pa re d

Addi t ion.

The

t echn ica l

s ubm is sio n d e sc rib e d

me

or

unde r

my

direct superv is ion

an

b elo w w as p repa red

by me or

under

m y d ire c t re sp ons ib le

cha rge .

am a

duly

reg is tere

superv is ion a nd r es p on s ib le c ha rg e . am a du ly E ng inee r unde r th e

laws

of the

State

reg is tered

Arch i tec t

under

th e

laws of the State Nebraska .

o f N e b ra sk a .

J ame s

B . Be r g

A-2521

J ames F .

Lange

E-10047

Name P r in t e d

Regis t rat ion

Name

P r i n t e d Regis t rat i

Numb e r

N umb

Drawings

covered

b y t his Seal :

D r aw in g s co ve re d

by this S e a l :

A ll

Genera l

and A rch it e ct ur a l D r aw ings

G and

A

A ll S t ru c tu r a l D r aw ings S Series Drawings .

S e r i e s

Draw ings .

Speci f ica t ion

Sect ions

cove red b y th is

S e a l :

Spec i fica t ion Sec tions cove red

b y th is

Seal :

A l l Div is ions 0 t h r ough Div is ion 1 4 se c t io n s S ec tio n s -033000,

040511, 042000, 051200,

inc luded

in

this Project

Manua l excluding 052100, 053100, 054000.

Sect ions-033000,

040511,

042000, 051200,

052100, 053100,

054000.

D a t e Issued:

8/11/2014 Date i ssued:

8/11/2014

B V H L14057

CERTJF lCAT lONS

PAGE

000105 1

B V H

Arch i tects,

L t d .

5/20/2018 0002 Division 00a

9/99

e d .

KASL

|m

* . E 8264 .*

O M A S A .

ERNST

. E lo2 3

* *

hereby

certify

that th e port ion of th is technical he re b y c er tify th at th e port ion of

this

technical

submission descr ibed

below

was p re pa re d

by

submission

described

below

was p re pare d

by

me or unde r

my direct supe rv is ion

and me or

under

my direct

supervision

and

re spons ib le cha rge .

am a duly

registered

responsible

charge.

a m a

duly

registered

Engineer

under

th e

laws

of th e

State

of E ng ineer u nder

the laws

of

the S tate

of

Nebraska.

Nebraska.

Martin

D .

Kasl E -8264

Thomas

A . E rnst E -10213

Name P r i n t e d )

R eg is tra tion N ame P r i n t e d ) Registrat ion

Number

Number

Drawings covered by th is Seal: Draw ings cove red by th is Seal:

A ll Mechanica l

Draw ings M Ser ies

drawings . A ll E lec tr ica l Drawings E

Ser ies

drawings .

Specification

sect ions

covered

by

this

S e a l :

Spec i fica tion sec tions covered

by this

Seal:

A l l D ivis ion

2 1

th rough Divis ion 23 sections A ll Division 26 through Division 28 sections

included i n

this

Project Manual .

included

i n

this

Project Manual .

Date

Issued:

8/11/2014

Date i ssued:

8/11/2014

BVH L 14057 CERT I F ICAT IONS PAGE

000105

- 2

B V H

Architects.

L t d .

5/20/2018 0002 Division 00a

10/99

SECT ION 001113

ADVERT I SEMENT FOR BIDS

FROM :

101 T H E OWNER (H ERE IN A FT E R

REFERRED T O

A S OW N ER ):

C r os s C o u nty

Commun i t y Schoo l

PO Box 525

St romsburg, N E

68666

1.02 AN D TH E

ARCH IT EC T ( HERE INA F TER

REFERRED

T O

AS

ARCHITECT ) :

Bahr ,

Vermee r Haecke r A r ch it e ct s, Ltd .

4 4 0 No rth 8 th S tr ee t, S u it e 1 0 0 .

L inco ln ,

NE 68508

1.03 TO : POTENT IA L B IDDERS

A . You r firm is in v it ed t o submi t a proposa l

fo r

th e p ro je c t k n own as C r os s C o u nty Sc ho ol S h op

Add i t ion l oca ted a t Coun ty Road 1 2 3 , St romsburg , N E 68666 before 2:00

pm

loca l

day l igh t

sav ings

tim e o n 9 /4 /2 014 .

A t

t ha t

t ime,

B id s w il l

b e

opened

a nd re ad a lo ud .

B .

Bids shal l b e

submi t ted to

th e Owne r a t th e f o ll ow i ng add res s ,

A

b id is invalid if

it has

not

been

depos i t ed

a t th e lo ca tio n n ote d a b ov e p rio r to th e t ime and da te

fo r

rece ip t o f b id s indicated in

t h is Adve r ti semen t

fo r B id s, o r p r io r t o

any

extension t he reo f is su e d to

th e

b idders .

C .

P ro je ct D e sc rip tio n: N ew

s hop a dd i tio n t o ex is ting Pre-K

-

1 2

faci l i ty.

D . A p re -b id meet ing will b e h eld a t

th e

s i t e a t 2:30 pm l oca l day l igh t

sav ings

t ime o n 8/25/2014. All

bidders a r e encou raged to a tte n d .

E . Pr inted b idd ing documen t s may b e obta ined

from

A &

D Techn ica l

Supp ly , 1822 N Street , Lincoln,

Neb ras ka

68508 . A

re fundab le

che c k in

th e amoun t

o f 100 m a de

ou t

to C ro ss

Coun ty

Commun i t y Schoo l , is

requ i red

per

plan

s e t .

1.

2 .

3.

A & D

Te c hn ic a l S u p pl y

will

s h ip b id d i ng

documen t s upon

rece ip t of a

check

made out

to A

D Techn ica l

Supp ly fo r 2 0 per s e t ,

non - re fundab le ,

to cove r

shipp ing

and handl ing.

A

copy

o f

your depos i t

and

shipp ing

and

handl ing checks ca n

b e

faxed

to

A D

Techn ica l

Supply to e xpe d ite s h ipmen t o f p la n s.

Depos i t

will

b e

re leased

upon

return of B id

Documen ts , in

good

condi t ion, n o la ter

than 1 5

bus iness

days after

B id

Open ing to

th e

o ffic e o f A

D Techn ica l

Supp ly .

After

1 5

d a ys , th e

depos i t will

b e for fe i ted. D o not

return b id d i ng do cumen t s

to

th e

Architect 's off ice.

F .

E le c tr on ic b idd i ng

documen t s

( a comp le te

se t

of Draw ings and Speci f ica t ions, in .pdf f orma t, o n a

CD)

may

b e purchased

from A D Techn ica l

Supply , 18 2 2

N

St ree t, L i nco ln , N E

68508. T h e cos t

o f

th e elect ron ic

documen t s will

b e de te rmined by A

D

Techn ica l Supp ly . F u l l

sets

of

documen t s only,

v ia

CD, wil l

be

avai lable. No

part ial

sets

or

down l o a d s will

be a v a ila b le .

1 . A D

Te c hin c a l S u p ply

will s hip th e CD c o nt a in in g e le c tr on ic b id d i ng do c umen ts upon

rec iept of a non - re fundab le

che c k

m ad e o ut to

A

D Te c h in c a l S u p ply fo r th e cos t of

shipp ing and hand l ing .

2 .

A

copy

of

you r purchase

and

shipp ing

and

handl ing checks can

b e

faxed

to A

D

Tech inca l

Supp ly

to

expedi te

sh ipmen t o f p la n s.

3 .

No

re funds

will

be issued

f o r r e tu r ned C D s conta in ing

e le c tr on ic b id d i ng do c uments .

G . Plan ho lders l i s t and a dde n da , if any , may b e

v iewed

on th e printers websi te a t

www.ad techsupp l y . com.

H . Bidd ing d o cum en ts m a y b e e xam in e d a t th e f o ll ow i ng lo ca t ion s :

Omaha Bui lder's

Exchange

4255 S . 94th

Street

B V H

L14057 ADVERTISEMENT F O R

BIDS 001113-1

B V H Arch i tects, L t d .

5/20/2018 0002 Division 00a

11/99

Omaha , NE 68127

Phone : 402-593-6908

Fax : 402-593-6912

Linco ln Bui lder s

Bureau .

5 9 1 0 S . 58th

S t . S t e . C

L inco ln , NE 68516

Phone : 402-421-8332

F a x : 402-421-8334

Nor fo lk Bui lders

Exchange.

405 Mad i s on , B ox 386

Norfolk, N E

6 8 7 0 1

Phone :

402-371-4862

F a x : 402-372-0182

Cont rac to rs

Bu i lde r s Se r vi ce

753 33rd

Ave .

1 .

PO Box

51 5

Co lumbus ,

NE 6 8 6 0 1

Phone :

402-564-2769

Fax : 402-564-2026

F remon t

Chambe r

o f Comme r ce

9 2

We s t 5th

Street, P O Box

1 8 2

F remon t ,

NE 68026-0182

Phone :

402-721-2641

F a x : 402-721-9359

Kea rn e y Chamber

of

Commerce .

1 0 0 7

2nd Avenue

Kearney,

Neb raska 68847

Phone : 308-237-3101

F a x :

308-237-3103

Bu i lders

P l a n

Serv ice.

3 0 9

W .

2n d

Street

G r an d Is la n d,

N E 68801

Phone : 308-382-9210

Fax : 308-382-1154

McGraw-H il l Cons t r uc t ion

3059 Hun t ing ton Ave .

Omaha ,

NE

68112

www.cons t ru c t i on . com

Phone : 402-496-0577

B idde r s

w i l l b e

required

to

prov ide

B id

secur i ty in th e form

of a B id Bond of a sum n o less

than

5

percen t of

th e

B id

Amoun t .

J . The

success fu l

B idde r wil l

b e

r eq u ir ed t o

prov ide

a Per fo rmance B on d an d P aym en t B ond , A IA

Documen t

A312 (1984), in

th e

amoun t

o f 1 0 0

o f th e Cont rac t Sum.

K .

Sa les T ax es : T his pro jec t is

exemp t

f rom

Nebraska

State sales

t a x .

L . Refer

to

other b id d i ng r equ ir emen ts de s c ri be d in Documen t 002113 -

Inst ruc t ions

to

Bidders

and

Documen t 003100 - Ava il ab le P ro jec t I n fo rma ti on.

M .

Subm i t you r offer

o n the

B id

F orm p ro vid ed . B id de rs may s u p p leme nt this

form

as appropr ia te .

B V H L 1 4057 ADVERT ISEMENT

F OR B ID S 001113-2

B V H Archi tects,

Ltd .

5/20/2018 0002 Division 00a

12/99

N

Yo u r

offer wil l b e r e qu ir ed t o

b e

s u b m it te d u n d e r a cond i t i on of i r revocabi l i ty

fo r

a per iod of

3 0

days

fro m th e bid c los ing date.

O

T h e

O w n e r r e se rve s t h e

r ight

to accep t

o r

r ej ec t a n y

or

a ll offers.

E N D O F B ID

SOLICITATION

B V H L14057 A D V E R T I S E M E N T F O R

BlD S

001113-3

B V H Archi tects L t d

5/20/2018 0002 Division 00a

13/99

5/20/2018 0002 Division 00a

14/99

S E C T I O N 0 0 2 1 1 3

I N S T R U C T I O N S

T O B I D D E R S

F O R M O F

I N S T R U C T I O N S

T O B I D D E R S

1 . 0 1 A IA D O C U M E N T A 7 0 1 ( 1 9 9 7 E D I T IO N ) , I N S T R U C T I O N S

T O B I D D E R S ,

B O U N D I N

T H E

P R O J E C T

M A N U A L .

T H IS D O C U M E N T

I S U S E D

W H E N C O M P E T I T I V E

B I D S AR E T O B E S O L I C I T E D

F O R

C O N S T R U C T I O N

O F T H E

P R O J E C T . C O O R D I N A T E D W I T H

A IA

D O C U M E N T

A 2 0 1 4 4 2 ,E N E R A L

C O N D I T I O N S

O F T H E C O N T R A C T F O R C O N S T R U C T I O N , A N D I T S R E LA T E D D O C U M E N T S ,

A IA

D O C U M E N T A 7 0 1 - 1 9 9 7

P R O V I D E S

I N S T R U C T I O N S O N

P R O C E D U R E S ,

I N C L U D I N G B O N D I N G

R E Q U I R E M E N T S , F O R B I D D E R S T O F O L L O W

IN

P R E P A R I N G A N D

S U B M I T T I N G

T H E I R B I D S .

S P E C I F I C I N S T R U C T IO N S O R S P E C I A L R E Q U I R E M E N T S AR E I D E N T I F I E D B E L O W IN T H E

S U P P L E M E N T A R Y I N S T R U C T I O N S

T O B I D D E R S .

2 . 0 1 S U P P L E M E N T A R Y I N S T R U C T I O N S T O B I D D E R S

A .

T h e f o l l o w i n g

a r t i c l e s

s u p p l e m e n t

a n d m o d i f y AI A

D o c u m e n t

A 7 0 1 -

1 9 9 7 - I n s t r u c t i o n s

to

B i d d e r s .

W h e r e a t v a r ia n c e w i th i n s t ru c t i o n s

to B i d d e r s , t h e s e

S u p p l e m e n t a r y i n s t r u c t i o n s s h a l l

h a v e

p r e f e r e n c e . W h e r e a n y A rt ic le , P a r a g r a p h , S u b p a r a g r a p h ,

o r

C l a u s e o f

t h e t h e

I n s t r u c t i o n s

to

B i d d e r s

is

m o d i f i e d

b y

t h e s e S u p p l e m e n t a r y I n s t r u c t io n s

to B i d d e r s ,

th e

u n a l t e r e d

p r o v i s i o n s

o f

t h a t

A r t ic l e , P a r a g r a p h ,

S u b p a r a g r a p h , o r

C l a u s e

s h a l l

r e m a i n

in

e f f e c t .

B .

T h e t e r m s u s e d

in

t h e s e S u p p l e m e n t a r y I n s t ru c t i o n

t o B i d d e r s , w h i c h

a r e d e f i n e d

in

th e

I n s t r u c t i o n s t o B i d d e r s - A I A A 70 1 , h a ve th e

m e a n i n g s

a s s i g n e d to t h e m in t h e I n s t r u c t io n s t o

B i d d e r s - A I A

A 7 0 1 .

2 . 0 2

A R T I C L E

2

- B I D D E R ' S

R E P R E S E N T A T I O N S

A . A r t i c l e 2 B i d d e r' s R e p r e s e n t a ti o n s h a l l b e c h a n g e d a s f o l l o w s :

1 . A d d

n e w P a r a g r a p h

2 . 1 . 5 a s f o l l o w s :

a .

2 . 1 . 5

T h e

B i d d e r h a s

a d e q u a t e

e q u i p m e n t a n d p e r s o n n e l to c o m p l e t e th e W o r k w i t h in

th e t i m e s t a t e d in th e p r o p o s a l , a n d

s u it a b le f in a n c ia l s t a tu s

to p r o m p t l y m e e t a ll

o b l i g a t i o n s i n c i d e n t a l to p e r f o r m i n g th e W o r k .

2 . 0 3

A R T I C L E

3 - B I D D I N G D O C U M E N T S

A .

A r t i c l e

3

B i d d i n g

D o c u m e n t s

s h a l l

b e

c h a n g e d

a s

f o l l o w s :

1 . A d d th e

f o l l o w i n g

t o t h e e n d o f P a r a g r a p h 3 . 1 . 3 :

a . o r B i d d i n g D o c u m e n t s p r o v id e d in e l e c t r o n i c

f o r m a t .

2 . A d d n e w P a r a g r a p h

3 . 2 . 1 . 1

a s f o l l o w s :

a .

3 . 2 . 1 . 1

T h e

S e l e c t e d B i d d e r w i l l n o t

b e

g i v e n e x t r a t i m e

o r

e x t r a c o m p e n s a t i o n fo r

c o n d i t i o n s

a n d

r e q u i r e m e n t s

w h i c h c a n b e d e t e r m i n e d b y e x a m i n i n g t h e B i d d i n g

D o c u m e n t s .

3 . A d d n e w P a r a g ra p h

3 . 2 . 2 . 1 a s

f o l l o w s :

a .

3 . 2 . 2 . 1 I n

c a s e s w h e r e d i s c r e p a n c i e s o c c u r b e tw e e n t h e D r a w i n a s a n d S p e c i f i c a t i o n s ,

o r s e p a r a t e l y in e i t h e r t h e

D r a w i n a s

o r S o e c i f i c a t i o n s , t h e B i d d e r is r e q u ir e d t o f u r n i s h

th e

b e s t

q u a l i t y

o f m a t e r i a l a n d w o r k m a n s h i o

i n d i c a t e d

o r

th e

h i a h e r

c o s t d e t a i l o r

m a t e r i a l , if B i d d e r h a s n o t

r e q u e s t e d

c l a r i f i c a t i o n of s u c h i t e m s by th e A r c h i t e c t b e f o r e

s u b m i t t i n o t h e i r p r o p o s a l .

C l a r i f i c a t i o n s

c a n o n l y b e a d d r e s s e d in t h e f o r m o f a n

A d d e n d u m .

2 . 0 4 A R T I C L E 4 - B I D D I N G P R O C E D U R E S

A .

A r t i c l e

4 B i d d i n g P r o c e d u r e s s h a l l

b e c h a n g e d

a s

f o l l o w s :

1 . A d d

n e w

P a r a g r a p h 4 . 2 . 1 . 1 a s

f o l l o w s :

a . 4 . 2 . 1 .1 B id B o n d : E a c h b id m u s t b e

a c c o m p a n i e d

b y a c e r t i f i e d c h e c k

o r

a b id b o n d in

th e a m o u n t o f 5 o f t h e b id a m o u n t, p a y a b le w i t h o u t c o n d it io n t o t h e O w n e r s ,

a s

e v i d e n c e o f

g o o d

f a it h o f t h e B i d d e r a n d

a s a g r e e d

l i q u id a t e d d a m a g e s in

c a s e t h e

B i d d e r

w h o s e p r o p o s a l

is a c c e p t e d f a i l s t o e n t e r

i n t o

a

C o n t r a c t w i th i n

1 0

d a y s f r o m th e

B V H # L 1 4 0 5 7 I N S T R U C T I O N S

T O

B l D D E R S 0 0 2 1 1 3 - 1

B V H

A r c h i t e c t s ,

L t d .

5/20/2018 0002 Division 00a

15/99

n o tic e o f a w ar d. If a certif ied check or b id b ond is not re ce iv ed w ith th e P ro po sa l, th e

P r op o sa l w ill n ot b e cons idered .

2 .

Add new

Paragraph

4 . 4 . 1 . 1 as

fo l lows.

a . 4 . 4 . 1 . 1 Bidders

shal l no t

mod i fy , wi thdraw

o r

c an ce l t he ir

B id

o r any par t

t he re o f f or

thir ty ( 3 0 ) days a fte r th e tim e des igna ted fo r th e r ec eip t o f Bids in Documen t 001113 -

Adve r t i semen t

fo r Bids

2 .05

ART ICLE 6

- POST -B ID IN FORMAT ION

A . Art ic le 6 P os t -B id

In format ion shal l

b e changed

a s

fo l lows:

1 . Add new Paragraph 6 . 1 . 1 as

fo l lows:

a . 6 . 1 . 1 T h e

Owne r

wil l

n ot a w ar d

th e

Cont rac t

to any

B id d er w h o c an n ot furn ish

sat is factory

e v id en ce t ha t

h e has a d e qu a te e q uipme n t

a n d p e rs o nn e l

to

comp le te

th e

Wo rk

proper l y

w ith in th e tim e

s ta ted

in

th e p ro p os al, a nd th at

h e ha s

su it ab le f inanc ia l

status

to prompt ly mee t a ll ob l iga t ions

inc identa l

to

per fo rming

th e

Work .

2 .

Add new

Paragraph

6.3.1.4 as

fo l lows:

a .

.4

A s ta temen t o f cos ts fo r e ac h

ma jo r

item o f Work i nc luded in th e bid. T h e s ta temen t

s h a | | be execu ted o n A IA Documen t G-703 .

2 .06 ART ICLE 7 - PERFORMANCE

BOND

AND PAYMENT

BOND

A . Article

7

Per fo rman ce

Bond

and

P a yme nt B o nd shal l b e changed as

fo l lows:

1 . Add

new

Paragraph

7 . 1 . 1 . 1 as fo l lows:

a . 7 . 1 . 1 .1 Th e Se le c te d B id d e r

shal l

prov ide a Per fo rmance B ond and P aym en t Bond in

th e

amoun t

o f

1 0 0 o f

th e

Cont rac t S u m .

END OF

INSTRUCTIONS

T O BIDDERS

B V H L1 4 05 7 INSTRUCTIONS TO B lDDERS

002113 - 2

B V H Archi tects,

L t d .

5/20/2018 0002 Division 00a

16/99

Do c umen t

A 7 0 1 4 4 2 1 9 9 7

Ins t ruc t ions t o B idders

fo r

t h e

fo l lowing

P R O J E C T :

Cro s s

C o u n t y Sch o o l Shop Addition

C o u n ty R o ad 123

S t r omsbu r g ,

NE

68666

T H E

O W N E R :

Cross C o u n t y C o m m u n i t y S ch o o l

PO B o x

52 5

S t r omsbu r g ,

NE

68666

T H E A R C H I T E C T :

Name , legal s ta tus an d add r e s s )

B VH

Arch i t ec t s

L td

440 N 8 St ree t

S uite 1 00

L inco ln .

68508

Te lephone

N u m b e r

402-475 -4551

This d o c um e n t has impo r tan

legal co n sequen ce s . Con su l

w i th a n

at t o r ney

i s

en co u r aged

wi th r e sp e c t to

its comp l e t i o n o r mod i f i ca t i on

T A B L E O F

A R T I C L E S

D E F I N I T I O N S

2 B I D D E R S R E P R E S E N T A T I O N S

3

B I D D I N G

D O C U M E N T S

4

B I D D I N G P R O C E D U R E S

5

C O N S I D E R A T I O N O F

B l D S

6

P O S

T - B I D

I N F O R M A T I O N

7

P E R F O R M A N C E B O N D A N D P A Y M E N T B O N D

8 F O R M O F A G R E E M E N T B E T W E E N O W N E R A N D C O N T R A C T O R

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A R T I C L E D E F I N I T I O N S

1 .1 Bidding D o c u m e n t s include th e Bidding R e q u i r e m e n t s a n d t h e p r o po s e d C o n t r a c t D o c u m e n t s . T h e

Bidding

R e q u i r e m e n ts c o n s is t

ofthe

A d v e r t i s e m e n t o r I nv it a t io n to

B i d ,

I n s t r u c t i o n s

to

B id d e r s , S u p p l e m e n t a ry In s t r u c t io n s to

B i d d e r s , th e

b id

f o r m , a nd o t h e r

s a m p l e

b i d d i n g a nd c o n t r a c t fo rm s . T h e p ro p o se d C o n tr ac t D o c u m e n ts c o n s i s t ofthe

f o r m of

A g r e e m e n t

b e tw e e n t h e

O w n e r

a nd

C o n t ra c t o r , C o n d it io n s

of

th e C o n t ra c t

G e n e r a l ,

S u p p l e m e n t a r y

a n d

o t h e r

C o n d i t i o n s ) ,

D r a w i ng s , S p e c i fi c a ti o n s

a nd a ll A d d e n d a i s s u e d

p r io r to

e x e c u t i o n of th e

C o n t r a c t .

1 . 2

D e f i n i t i o n s

s e t forth in

th e General Condit ions o f t h e C o n t r a c t

fo r

C o n s t r u c t i o n ,

A IA

D o c u m e n t

A 2 0 1 ,

o r in

o t h e r C o n t r a c t D o c u m e n t s a re a p p l i c a b l e t o th e B i d d i n g D o c u m e n t s .

1 . 3

A d d e n d a ar e w r i t t e n o r g r ap h i c i ns t ru m e n t s is s ued

by

th e

A r c h i t e c t

p r i o r

to th e e x e c u t i o n of th e C o n t r a c t w h i c h

m o d i f y o r

i n t e r p r e t

th e B i d d i n g D o c u m e n t s b y

a d d i t i o n s ,

d e l e t i o n s ,

c l a r i f i c a t i o n s

o r

c o r r e c t i o n s .

1,4

A Bid is

a c o m p l e t e

a nd p r o p e r l y e x ec u te d p r o p o s al

to

do

th e W o r k

fo r

th e

s u m s

s t ip u l a t e d t h e r e in , s u b m i tt e d

in

a c c o r d a n c e with th e B i d d i n g D o c u m e n t s .

1 . 5 T h e B a s e

B id

is

th e s u m

s tated in

th e

B id fo r

w h ic h th e B i d d e r o ffe r s t o p e r f o r m th e W o r k

d e s c r i b e d

in th e

Bi d d i n g

D o c u m e n t s

a s

th e

ba se,

to

w h i c h

W o r k m a y be a d d ed o r fr o m w h ic h

W o r k

m a y be d e l e t e d fo r s u m s s ta te d in

A l t e r n a t e

B i d s .

1 . 6

A n

A l t e r n a t e

B id

o r A lt e r na t e )

is a n

a m o u n t s tated

in

th e B id t o

b e a d d e d

to

o r

d e d u c t e d f r o m th e

a m o u n t of th e

B a s e

B id

if

th e

c o r r e s p o n d i n g c h a n g e in th e

W o r k ,

a s des c rib ed in th e

Bi d d i n g

D o c u m e nt s, is a c c e p t e d .

1 . 7

A Unit P r i c e is a n

a m o u n t s t a t e d

in th e Bid a s a

p r i c e

p e r u n i t of m e a s u r e m e n t fo r m a t e r i a l s , e q u i p m e n t o r

s erv ic es

o r

a p o r t i o n o f t h e W o r k

a s

d es c rib ed in t he

Bi d d i n g

D o c u m e n t s .

1 . 8

A B i d d e r

is a

p e r s o n

o r e nt ity w h o

s u b m it s a . B id a n d

w h o m e e t s t h e

r e q u i r e m e n t s

s e t forth

in th e

Bidding

D o c u m e n t s .

1 . 9 A

S u b - b i d d e r is a

p e r s o n

o r e n t i t y w h o

s u b m i t s

a bi d

to

a B id de r fo r m a t e ria ls , e q u ip m e n t o r l abo r fo r a p o r t i o n o f

th e W o r k .

A R T I C L E

2

B I D D E R S

R E P R E S E N T A T I O N S

2 .1

T h e B id de r by m a k in g

B id

r e p re s e n ts t h a t:

2 .1 . 1 T h e

B i d d e r

h a s r e a d a nd

u n d e r s t a n d s

th e Bidding D o c u m e n t s o r C o n tr ac t D o c u m e n t s , to t he e xt en t t h a t s u c h

d o c u m e n t a t i o n relates

to th e

W o rk fo r

w h i c h

th e

B id is submitted, a nd fo r

o t h e r p o r t io n s

o f t h e P ro j e ct , if a n y being

bi d

c o n c u r r e n t l y

o r p r e s e nt ly u n de r

c o n s t r u c t i o n .

2 . 1 . 2 T h e B id is m a d e in c o m p l i a n c e

with

th e Bidding D o c u m e n t s .

2 . 1 . 3 T h e B i d d e r h a s visi ted th e s i t e b e c o m e

f a m i l i a r

with l o c a l condit ions u n d e r

w h i c h

th e

W o r k

is to be p e r f o r m e d

an d

h a s

c o r r e l a t e d

th e B i d d e r s p e r s o n a l o b s e r va t io n s

with

th e r e q u i r e m e n t s

ofthe

p r o p o s e d C o n t r a c t D o c u m e n t s .

2 . 1 . 4

T h e B id is b a s e d u p on th e m a t er ia ls ,

e q u i p m e n t

a n d

s y s t e m s

r e q u i r e d by

th e

Bidding

D o c u m e n t s w i t h o u t

e x c e p t i o n .

A R T I C L E

3

B ID D IN G D O C U M E N T S

3 C O P I E S

3 . 1 . 1 B id de r s m a y o bt ain c o m p l et e s e t s o f t h e Bidding

D o c u m e n t s

from

th e

i s s u i n g office

des ignated in th e

A d v e rt i s e me n t

o r

1 r vitat ion to B id in th e

n u m b e r

a nd fo r t h e d e po s it s u m ,

if

any, s t a t e d

therein. T h e

deposi t

will

b e

r e fu n d e d t o

B id de r s w h o

s u b mi t

bona fide

B id a n d

re t u m

t h e Bidding

D o c u m e n t s

in g o o d

condit ion

w i t hi n

t e n

d a y s

after r e c e i p t of B i d s .

T h e c o s t

of r e p l a c e m e n t ofm i s s i n g o r

d a m a g e d

d o c u m e n t s will be

d e d u c t e d

fr om th e d e p o s i t . A

Bidder r e c e i vi n g a

C o n t r a c t

a w a r d m a y

retain th e

Bidding D o c u m e n t s a n d t h e B i d d e r s

deposi t will

b e

ref tmded.

3 . 1 . 2 Bidding D o c u m e n t s w i l l

no t

b e issued d i r e c t ly

to

Sub-bidders unless specif ica]]y offered in th e A d ve r t i s e m e n t

o r

Invitat ion to Bi d ,

o r in s u p p le m e n ta r y i n s t r u c t i o n s t o b id d e rs .

AIA Documen* A701

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5/20/2018 0002 Division 00a

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3 .1 .3

Bi d d e rs

shall

u se

com pl ete

sets

of

Bid d ing

D o c u m en ts in preparing

B i d s; n e it h e r

th e O w n e r n o r

Architect

assumes responsibi l i ty fo r

errors

or mi si n te rpre ta ti on s r e s u l ti ng f r o m

th e

u se

of

i n comple te sets

of

Bid d ing

D o c u m e n t s .

3. 1. 4

T h e O w ne r a nd A r c h i t e c t m a y

m a k e c o pi es

of

th e

Bid d ing D o c u m e n t s vailable

on th e

above

terms fo r

th e

purpose of

obtaining

Bids on th e W o r k .

N o

l ic e ns e o r

grant

o f u s e is conferred by issuance o f copies of th e

Bidding

D o c u m e n t s .

3 2

I N T E R P R E T A T I O N O R C O R R E C T I O N

O F

B ID D IN G D O C U M E N T S

3.2 .1

T h e B i d d e r shal l c a r e f u l l y

stu d y

an d c o m p a re t h e Bid d ing D o c u m e n t s with each other, an d with other w o r k

being

bi d concurrently

or

presently

under

construction to

th e extent t h a t it relates

to

th e W o r k fo r which

th e

B id is

submitted,

shal l

examine th e

site

an d local cond itions, and s h a H at once r e po r t t o th e Architect errors, inconsistencies

or

ambiguities discovered.

3 . 2 . 2 Bidders an d Sub-bidder s r e q u i r in g c l a r i fi c a t io n or interpretation of th e Bid d ing

D o c u m e nt s s h a ll

m a k e a

written request

which

shall

reach

th e

Architect

at

least

seven

days prior to t h e d at e fo r

receipt

ofBids.

3 . 2 . 3

Interpretations,

corrections an d changes of th e Bid d ing D o c u m e n t s will be m a d e by Ad d e n d u m.

Interpretations,

corrections

a nd c h a ng es of th e Bid d ing D o c u m e n t s

m a d e

in

a n y o t h er

m anner will

no t

be

binding,

a nd

B i dd e rs s h a l l no t rely upon them.

3 3 S U B S T I T U T I O N S

3 3 1

Th e

materials, products

a n d

equipment

described in

th e

Bidding Documents establish

s t a n d a r d

o f

required

function,

dimension, appearance and

qual ity to

be m et by a ny propose d substitution.

3 . 3 . 2 N o substitution will b e considered prior

to

receipt ofBids unless written request fo r

approval

ha s b e e n

received

by

th e A r c h i t e c t a t l ea s t t en d a ys prior

to th e

date fo r

receipt

of

Bids.

S u ch

requests

shall include th e

n a m e

of

th e

ma te ri a l

or

e q u i p m e n t

fo r

w h i c h

it is

to

be substituted an d a

c o m p l e t e d e s c r ip t io n

of th e

proposed

su bsti tu ti on

including

d ra w i n gs, pe rforma n ce

a nd t es t data,

an d oth e r information

necessary fo r

an eval uation. A statement setting

forth c h an ge s in o th e r

ma te ri a ls,

e qu i pm e n t o r o t h e r portions ofthe

W o r k , i nc lu d in g

changes in

th e w o r k

of

o t h e r

contracts t h a t i nc o r p o r a t io n of th e

pr oposed

su bsti tu ti on w o u l d require, shal l

be

incl uded.

T h e b u rd e n

of

proofof

th e

merit of th e

proposed

substitution is u p o n th e

proposer.

T h e

Architect s

decision

of

approval

or disapproval of a

proposed substitution shall b e final.

3 . 3 . 3 If th e Architect

approves

a proposed substitution prior

to

receipt of Bids,

such

approval w b e s e t fo rt h in a n

Addendum.

Bidders

shall no t

rely

upon

a pp ro va ls m a de in a ny other manner.

3 . 3 . 4 N o substitutions

will

b e considered after th e

Contract

a w a rd u n le ss specifically

provided

fo r in th e Contr act

Docume nts.

3 4 A D D E N D A

3 4 1 Addenda

will

b e transmitted to

a H wh o

a r e

known by th e issuing office

to have received a complete s e t of

Bidding

Documents.

3 4 2 Copies o f

Addenda will

b e

made

available

for

inspection wherever

Bidding

Documents

a r e

on file fo r t ha t

purpose.

3 4 3

Addenda

will

b e i s s u e d

no

later

than

four

d a y s

prior

to

th e

d a t e

fo r receipt

o f

Bids

except

a n

Addendum

withdrawing the request

fo r

B id s o r

one

which includes postponement o f th e

d a t e fo r

receipt of

Bids.

3 4 4

E a ch Bidder shall

ascertain prior to

submitting a B id t ha t t he Bidder h a s

received

a ll Addenda i s s u e d and t h e

Bidder

shal l acknowledge

their

receipt in t h e Bid.

A R T I C L E

4

B ID D IN G P R O C E D U R E S

4 1

P R E P A R A T I O N

O F

B I D S

4 1 1 B i ds shall be subm.itted on th e f or m s i nc lu d e d with th e Bidding D ocuments.

AM Docunient

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5/20/2018 0002 Division 00a

19/99

412 All blanks

on th e

bid form

shall

be legibly

executed

in a

non-erasable

medium.

413

S u m s

shall

b e

e x p r e s s e d in

both

words

a n d

figures. I n c a s e o f discrepancy,

the

amount written in

words shal l

govern.

414

Inter l ineations, alterat ions and

erasures must

be

i n it ia l ed by

t he s ig ne r of th e

Bid.

415

AH

requested

Alternates shall b e bid. Ifno change in the B a s e

Bid

is required,

enter

N o Change.

416 Where

tw o

o r more Bids fo r

designated

port ions

of the

Work

have

been

requested, the

Bidder

may, without

forfeiture o f the bid security, state

the

Bidder s

refusal

to

accept

award

of less than the

combination

of

Bids

stipulated

by

the

Bidder. The

Bidder shall

make

no

additional stipulations o n

the

b id fo rm nor qualify

the

Bid in

any

other

manner.

4 . 1 . 7 Each

copy

of the

Bid

shall

s t a t e

t h e legal name o f the

Bidder

a n d the nature o f legal

form

o f the Bidder. The

Bidder shall

provide

evidence of legal autho ri ty to

perform

within

the jurisdiction

of the Work . Each

copy

shall be

signed

by

the person or persons legal ly authorized to

bind

the Bidder to a contract. A Bid

by

a corporat ion shall further

give

the state

of

incorporat ion

and have

the corporate seal

affixed.

A Bid submitted by a n

agent shall have

a

current

p owe r of attorney

attached

cert i fying th e agent s author i ty to b in d th e B id de r.

4 .2

B ID S E C U R IT Y

411 Each Bid shall b e accompanied by bid security in t h e fonn a n d amount required ifs o

stipulated

in t h e

Instructions to

Bidders.

T he Bidder pledges to enter into a

Contract

with the Owner o n the terms stated in the Bid a n d

will , ifrequired, furnish

bonds

covering the

faithful

performance o f the Contract a n d payment of

al l

obligations arising

thereunder.

Should

the Bidder refuse

to

enter into

s u c h

Contract o r

fail

to

furnish s u c h bonds if

required,

the amount o f

th e bid securi ty shall be forfei ted to th e Owne r

a s

l iquidated damages, no t

a s

a penal ty. T he amount of th e b id securi ty

shall no t b e

forfeited

to

the

O w n er in the event

the Owner fa ils

to

comply with

Section

6.2.

412 If a

surety bond

is

required,

it s h a U b e written

on

A IA

Document A310 ,

Bid

Bond,

unless

otherwise

provided in

the Bidding Documents, a n d the attorney-in-fact

w ho

executes t h e bond o n behalf o f the

surety

shall affix to t h e bond

a certified

and

current

copy of

the power

of attorney.

413

The

Owner will have

the

r ight to

retain the

bid security

ofBidders

to whom a n award is

being considered

until

either

a

the Contract

h a s

b e e n

executed

a n d bonds,

if

required,

have

b e e n

fumished,

or (b )

t h e

specified

time

h a s

e lapsed so

t hat B ids

may be withdrawn

or (c )

all Bids have been rejected.

4 .3 S U B M I S S I O N O F B I D S

411

All copies of the Bid, the bid

security,

if

any,

a n d any other documents required to b e submitted

with

the

Bid

shall b e enclosed in a

sealed opaque

envelope, The enve lo pe sha ll be

addressed to

the par ty rece iv ing the Bids and

shall b e

identified

with the Pro ject n a m e , t h e Bidder s name a n d a d d re s s

a n d ,

ifapplicable, t h e designated

portion

o f

the

Work

fo r wh i ch the

Bid

is submitted. Ifthe Bid

is

sent by ma il, the

sealed

envelope

shall b e enclosed in a separate

mailing

envelope with

the notation S E A L E D

BlD

E NC L OSE D on

the

face thereof.

412

Bids

shall be

deposited

at the designated location pr io r

to

the

t ime

and date fo r receipt ofBids. Bids received

after the

time

and date fo r receipt ofBids

will

b e returned unopened.

413

The B idde r

shall

a s s u m e

full

responsibility

fo r

timely

delivery

at t h e

location

designated

fo r receipt

o f

Bids.

4.3.4 Oral ,

telephonic,

telegraphic, facsimile

o r o the r

electronically

transmitted bids will

no t

be considered.

4 .4

M O D I F I C A T I O N O R W I T H D R A W A L O F B ID

4 . 4 . 1 A

Bid may no t b e modified,

withdrawn

or canceled

by

the

Bidder

during the stipulated

time

period fol lowing

t h e

time

and

d a t e

designated

fo r

t h e receipt o f Bids, a n d e a c h

Bidder s o

a g r e e s

in

submitting

a Bid.

4 . 4 . 2

Prior to the

time

a n d d a te designated for receipt ofBids, Bid submitted may b e

modified

or

withdrawn

by

n otic e to th e p a rty receiv ing Bids

a t t he p l ace des ig nat ed fo r

receipt of Bids. Such notice shall

be in writing

ove r the

AIADocument

A701 .

1997

c 523y.

:D1 cm

99

w2.NmM6hhll oghtsreserved

User

Notes

5/20/2018 0002 Division 00a

20/99

s i g n a t u r e of th e B i d d e r . W r i t t e n c o n f i n n a t i o n o v e r t he s ig n a tu r e of th e

B i d d e r

s h a l l b e r e c e i v e d , an d d a t e -

an d

t i m e - s t a m p e d b y th e r e c e i v i n g p a r t y

on

or b e f o r e t he d a te a n d t i m e set for r e c e i p t ofB i d s . A c h a n g e s h a l l be s o w o r d e d

a s n ot to

r e v e a l

t he

a m o u n t of

th e

o r i g i n a l

B i d .

4 . 4 . 3 W i t h d r a w n B i d s m a y b e r e s u b m i t t e d up to th e

d a t e

an d t i m e

d e s i g n a t e d

fo r th e r e c e i p t of

B i d s p r o v i d e d

t h a t

t h e y

ar e

t h e n fully

in

c o n f o r m a n c e w i t h t h e s e l u s t r u c t i o n s

to

B i d d e r s .

4 . 4 . 4 Bid s e c u r i t y ,

if

r e q u i r e d ,

s ha ll b e

in

an a m o u n t s u f f i c i e n t fo r th e

B id

a s r e s u b m i t t e d .

A R T I C L E 5 C O N S I D E R A T I O N

O F

B I D S

5 . 1

O P E N I N G O F B I D S

A t the

d i s c r e t i o n

o f the

O w n e r , if

s t i p u l a t e d in th e A d v e r t i s e m e n t o r I n v i t a t i o n to

B i d ,

the p r o p e r l y

i d e n t i f i e d

B i d s

r e c e i v e d on t i m e will be p u b l i c l y o p e n e d an d w b e r e a d a l o u d . A n

a b s t r a c t

o f the B i d s m ay b e m a d e a v a il a b le t o

B i d d e r s .

5 . 2 R E J E C T I O N O F

B l D S

T he O w n e r s h a l l h a v e the r i g h t to r e j e c t

an y

o r a ll B i d s . A B i d

no t

a c c o m p a n i e d b y a

r e q u i r e d

b i d s e cu r it y or b y

o t h e r

d a t a r e q u i r e d

b y

the

B i d d i n g

D o c u m e n t s , or a B i d

w h i c h

is in an y w a y i n c o m p l e t e o r i r re g u l a r

is

s u b j e c t t o r e j e ct io n .

5 . 3 A C C E P T A N C E

O F B I D

A W A R D )

5 . 3 . 1

It

is

th e

i n t e n t of

t h e O w n e r t o

a w a r d

a C o n t r a c t

to the

l o w e s t

q u a l if ie d B i d d e r p r o v i d e d the . B i d h a s b e e n

s u b m i t te d i n a c c o r d a n c e

with

th e r e q u i r e m e n t s

of

th e

B i d d i n g

D o c u m e n t s

an d

d o e s

n ot

e x c e e d

th e

f u n d s a v a i la b l e .

T he O w n e r s h a l l

h a v e

the

r i g h t t o w a iv e

i n f o r m a l i t i e s

a n d i r r e g u l a r i t i e s in a B id r e c e i v e d a nd t o a cc e pt

the

B id w h i c h ,

in

the O w n e r s j u d g m e n t , is

in

the

O w n e r s

ow n

b e s t

i n t e r e s t s .

5 . 3 . 2

T he

O w n e r s h a l l

h a v e th e

right

to a c c e p t A l te r n a t e s i n

an y

o r d e r or c o m b i n a t i o n , u n l e s s o t h e r w i s e s p e c i f i c a l l y

p ro vi de d i n

the

B i d d i n g D o c u m e n t s , a n d

t o d e t er m in e the

lo w B i d d e r

o n the

b a s i s

o f the

s u m

of the

B a s e B id

a n d

A l t e r n a t e s a c c e p t e d .

A R T I C L E 6 P O S T - B I D I N F O R M A T I O N

6

C O N T R A C T O R S Q U A L IF I C A T IO N

S T A T E M E N T

B i d d e r s to

w h o m a w a r d of

a C o n t r a c t

i s u n d e r c o n s id e r a t io n s h a l l

s u b m it t o the A r c h i t e c t ,

u p on r e q ue s t ,

a

p r o p e r l y

e x e c u t e d

AIA

D o c u m e n t A 3 0 5 , C o n tr a ct or s Q u a l i f i c a t i o n

S t a t e m e n t ,

u n l e s s s u c h a

S t a t e m e n t

h a s b e e n p r e v i o u s l y

r e q u i r e d

a n d s u b m it t ed

a s

a

p r e r e q u i s i t e to

the i s s u a n c e of

B i d d i n g

D o c u m e n t s ,

6 . 2

O W N E R S F I N A N C I A L

C A P A B I L I T Y

T he O w n e r

s h al l, a t

t he r e q u e s t of t he B i d d e r t o w h o m a w a r d of a C o n t r a c t is

u n d e r

c o n s i d e r a t i o n an d n o l a t e r t h a n

s e v e n

d a y s p r i o r

to

th e e x p i r a t i o n of the t i m e for

w i t h d r a w a l

ofB i d s , f u r n i s h t o t he

B i d d e r

r e a s o n a b l e e v id e n ce t ha t

f i n a n c i a l a r ra n g e m e n ts h a v e b e e n

m a d e

to fulfill th e O w n e r s o b l i g a t i o n s u n d e r

the

C o n t r a c t .

U n l e s s

s u c h

r e a s o n a b l e

e v id e n c e i s

f u m i s he d , t he B i d d e r

will

n o t b e r e qu i r e d t o e x e c u t e t he A g r e e m e n t

b e t w e e n

the

O w n e r

an d C o n t r a c t o r .

6 . 3 S U B M I T T A L S

6 . 3 . 1

T he

B i d d e r s h a l l ,

a s

s o o n

a s p r a c t i c a b l e

or

a s

s t i p u l a t e d in t h e B i d d i n g D o c u m e n ts , a ft e r n o t i f i c a t i o n of

s e l e c t i o n for

th e

a w a r d of a

C o n t r a ct , f u rn i s h t o

th e O w n e r

t h r o u g h

th e

A r c h i t e c t

in writing:

.1

a d e s i g n a t i o n

of

th e

W o r k

to

b e p e r f o r m e d w i t h the B i d d e r s ow n f o r c e s ;

. 2 n a m e s o f th e m a n u f a c tu r e r s , p r o d u ct s , a n d t he s u pp li e rs o f p r i n c i p a l i te m s o r

s y s t e m s

of

m a t e r i a l s

a n d

e q u i p m e n t

p r o p o s e d

for

th e

W o r k ;

an d

.3

n a m e s o f

p e r s o n s

o r e n t it ie s ( i n c l u d i n g t h o s e wh o a re t o f u rn i s h m a t e r ia l s o r e q ui pm e n t f ab r ic a te d

to

a

s p e c i a l

d e s i g n ) p r op o s ed

fo r

the

p r i n c i p a l

p o r t i o n s

of

the

W o r k .

6 . 3 . 2

T h e B id d er w i l l

b e

r e q u i r e d

to e s t a b l i s h

to tb e s a t i s f a c t i o n o f

the

A r c h i t e c t

a n d

O w n e r th e r e l i a b i l i t y a n d

r e s p o n s i b i l i t y of the

p e r s o n s

or e n t i t i e s

p r o p o s e d

t o f u rn i s h an d

p e r f o r m

t h e W o r k

d e s c r i b e d

in

the

B i d d i n g

D o c u m e n t s .

6 . 3 . 3

P r i o r

to

t h e

e x e c u t i o n

o f the

C o n t r a c t ,

the

A r c h i t e c t w i l l

n o t i f y t he B i d d e r in w r i t i n g

if

e i t h e r th e O w n e r o r

Architect a f t e r du e i n v e s t i g a t i o n ,

ha s

r e a s o n a b l e

o b j e ct io n t o a p e r so n o r e n t i t y

p r o p o s e d

b y t he B i d d e r . Ifth e O w n e r

or A r c h i t e c t ha s r e a s o n a b l e

o b j e c t i o n to

a p r o p o s e d p e r s o n or e n t i t y , th e

B i d d e r

m a y , a t

th e B i d d e r s o p t i o n , (1 )

AI A

D o c u m e n t

A 7 0 1 4 4 2

1 9 9 7 .

C o p y r i g h t

1 9 7 0, 1 9 7 4,

1 9 78 , 1 9 87

a nd 1 9 9 7

by T h e A m e r i ca n i n s t i t u t e

of

A r c h i t e c t s , A H r i g h t s r e s e r v e d . W A R M N G : rNs A

D o c u r n e n t

is

p r o t e c t e d by

U . S .

C o p y d g h t

La w an d i r d e m a t i o n a i

Treatin

U n a u t h o r h e d

r e p r o d u c u a n

or idr|buhO N h i s D o c u m e n t , o r a n y

p o r n n

M R . m ay r e s u n

in

s a y w e cM an d

c r i m i n a |

pelm a n d w ih

be

prcatM to tM

mdmum

den pdbb u n d e r

w

T h i s d o cu m e n t

p r o d u c e d b y AI A s o f t w a r e al 1 0 : 2 0 : 5 1

on

1 1 / 1 4 / 2 0 1 3 u n d e r O r d e r N o .6 1 9 7 6 6 9 5 7 3 _ 1 w h ic h e x p i r e s on 0 4 / 0 8 / 2 0 1 4 , and i s n ot

for

r e s a l e .

U s e r

N o t e s : ( 1 2 7 7 9 0 6 2 9 8

5/20/2018 0002 Division 00a

21/99

withdraw

the B id or 2) submit an acceptable substitute

person

o r

enti ty with

an

a dj us tm e n t in t he B as e

B id or

Alternate Bid

to

cover the difference in c o s t occasioned by

s u c h

substitution. T he O w n e r m a y

accept

the

adjusted

bid

price o r disqualify the

Bidder.

In the

e v e n t

of

either

withdrawal or disqualification,

b i d s e c u ri ty

w i l l n o t be forfeited.

6 3 4

Persons

an d

entities proposed by

the Bidder an d to whom the O w n e r an d Architect

have

made n o reasonable

o b je c ti on m u s t

b e u se d on the

W o r k fo r wh ich t he y w e r e

proposed an d s ha ll n o t be chang ed ex cept with

the

written

c o n s e n t of

the

O w n e r an d

Arch itect.

A R T I C L E 7 P E R F O R M A N C E

B O N D A N D

P A Y M E N T

B O N D

7 1 B O N D R E Q U IR E M E N T S

7. 1. 1

Ifstipulated in th e

Bidding

D o c u m e n t s ,

the

Bidder

shaU

furnish

b o n d s

covering the faithful performance of

the

Contra ct an d

payment of al l obligations arising thereund er. Bond s m ay be secured through the Bidder s

usual

sources

7 1 2

If

the

furnishing of

s u c h

bonds is stipulated in

the

Bidding D o c um e n ts , t he c o s t shall b e i n c lude d i n t h e Bid. If

the f u m i s h i n g of

such

b o n ds is

required

after receipt of bids an d before execution of

the

C o n t ra c t, t he cost of such

b o n d s shall b e a d d e d

to

the

B id in determining t h e Contract S u m

7 .1 .3 Ifthe O w n e r r eq u ir e s t ha t b o n d s b e s e cu re d from other than the Bidder s usual sources, chang es

in

cost will be

adjusted a s

provided in t he C o n t r ac t

D ocuments.

7 2

T I M E O F

D E L I V E R Y

A N D F O R M

O F

B O N D S

7 2 1

T he

Bidder

shall

deliver

the

required

bond s

to

the

O w n e r

n o t

later

t ha n t hr ee days

f o l l ow i n g

the

date of

execution of t he C o n t ra c t. lf the Work is

to

be c o m m e n c e d prior thereto in response to a letter of intent, th e Bidder

shall,

prior

to c o m m e n c e m e n t

of the

W o r k, s ub m it

e v i d e n c e

satisfactory

to

the O w n e r

that

such

b o n d s w i l l

be

furnished

an d

delivered

in accordance

with this

Section

7 . 2 . L

7 2 2 U n l e s s o th e rw is e p r o v id e d, t he b o n ds shall b e written on AIA D o c um en t A 3 1 2 , Performance B o n d

an d

Payment

B o n d . Both b o n ds s ha ll be

w r it te n i n

the amount of t he C o n t r ac t Sum.

7 2 3 T he bonds

shall

be

dated

on or after the date of the Con tract.

7 . 2 . 4 T h e B id de r

shall

require

the

a tt o rn e y - i n - f a c t w h o

executes

the

required

bonds

on

beh a lf

of the

surety to

affix

thereto

a certified

an d c u rr en t c o p y of th e p o w e r of attorney.

A R T I C L E

8

F O R M O F

A G R E E M E N T

B E T W E E N O W N E R

A N D

C O N T R A C T O R

Unless otherwise required in

the

Bidding

D ocuments,

t he A g r ee m en t fo r the Work

w b e

written

on AIA

D o c u m e n t

A 1 0 1 ,

Standard

Form

of

Agreement

Between O w n e r an d Contractor

Where the Basis

o f

Payment

Is a Stipulated S u m

m A

Document

A7 1 4421 9 f r 7

co;9 4

47 n

=9P7

rN 9

1m ewvw

Mn

cl

cNwn

A J

ri g ht c reseved

U wr

N o t e s

5/20/2018 0002 Division 00a

22/99

SECT ION 003100

AVAILABLE PROJECT

I N FORMAT ION

PART GENERAL

1.01

EX IS T ING COND IT IONS -

NO T

USED

PART

2

REPORTS

S U RV EY S A ND

ELECTRONIC

FILES

2 .01 S U BS URFAC E IN V ES T IG A TIO N

REPORT

A .

A copy of a geotechnica l report

w ith r espec t

to

th e bui lding

site

is i nc luded w i th

this

document :

1 .

T i t l e :

Geotechnica l Engineer ing Repor t -P roposed Cross Coun ty Comm un ity

K 1 2

Schoo l

2 . Date : January 1 8 2007.

3 Prepared by: Terracon-Project

N o .

05065663.

B .

Th is repo rt i den tif ie s propert ies of

below

g rade cond it ions and o ff er s recommendat ions f or th e

des ign of foundat ions p repar ed p rima r ily f or th e use o f th e S tr uc tu ra l E ngineer .

C . The recommendat ions

descr ibed

within

th e subsur face inves tiga tion

report are a

requ i rement

of

t h is Con t rac t unless spec i fi ca l ly ind ica ted otherw ise in th e Con t rac t Documen ts .

2.02 ELECTRONIC

DOCUMENTS

A . Elect ronic fi les are

avai lable

f rom t he o f fic e of the Archi tect fo r

th e

selected

contractor /subcontractors

to

u s e

in

th e

preparat ion of shop d r aw in g s

f or th is p ro je c t.

B .

See

AIA Documen t C106-2013 fo r

in format ion

o n

obta in ing e lec tron ic fi les

including

th e cos t

of

t he e lec tron ic

f i l e s .

A s amp le of this form fo l lows

t h i s

sect ion.

C . The e x pe c te d cost of electronic fi les shall

b e

inc luded in th e contractor /subcontractors project

cos ts .

END

OF

I N FORMAT ION

AVAILABLE T O B IDDERS

BVH

L14057 AVA ILABLE PROJECT I NFORMAT ION 003100-1

B V H

Architects

Ltd.

5/20/2018 0002 Division 00a

23/99

5/20/2018 0002 Division 00a

24/99

GEOTECHN ICAL ENGINEERING REPONT

PROPOSED CROSS COUN TY

COMMUN ITY

K-12

SCHOOL

H IGHWAY

AND

H IGHWAY

66

STROMSBURG

NEBRASKA

Terracon Project No. 05065663

January

18

2007

Prepared for

CROSS

COONTY COMMUN IT Y SCH.OOLS

c/e

BAHR

VERMEER HAECKER ARCH ITECTS L td.

Omaha Nebraska

Prepared y

TERRACON CONSULTANTS

INC

Lincoln Nebraska

5/20/2018 0002 Division 00a

25/99

Pro p o se d C ro ss C o un ty Community S c h o o l s Terracon

Stromsburg

N e b r a s k a

Project

No .

0 5 0 6 5 6 6 3

J a n u a r y 1 8 2007

isolated

column

loads

of 1 65 kips a nd w a l l loads of a bout 2 kips

pe r

lineal foot.

W e

anticipate floor loads will be

on

the o rd er o f 1 0 0 p sf.

B a sed on

i nfo rm a t i on p ro v i de d

by

M r

Ja y

Fallick

of

Kirkham

Michael Consulting Engineers

w e u nd ers ta n d th e ne w

building will have a

finished

floor

elevation

of

about

1 6 8 7

feet. T he

reported

elevations

a t the boring loca tions ranged from a bout 1 6 8 8 . 4 7 to 1 6 8 6 .0 5 fe et.

Based on

this

information w e a n ti ci p a te t ha t site

grading

will

require

less

than 2 feet of cut

or fill.

SU B S U RF A CE E X PL O R AT IO N

A ND T E S T I N G

P R O C E D U R E S

T he boring s w ere

drilled with a truck-mounted rotary dril ling rig

using

continuous

flight augers

t o a dv a nce the bo re ho le s.

Representative

samples o f the soil p ro fi le w e re

obtained

using

Shelby

tube

sampling

procedures.

I n

Shelby

tube sampling

a

thin-walled 3-inch outside

d ia m e t e r s e a m l es s steel tube

with a

sharp

cutting

edge

is pushed hydraulically into

the

ground

to

obtain

a

relatively undisturbed sa m ple. T he sa m ples w e re t a g g e d

fo r

identification sealed

a nd taken to t he l abo rato ry fo r

testing

a nd classification

Field logs of ea ch bo ring w e r e prepared by the drill crew. T he s e

logs

included visual

classifications of the materials encountered during drilling a s well a s

the

driller s

interpretation

of the

subsurface

conditions

between

samples. Final boring

logs

i nc lu de d w ith thi s

report

represent an interpretation of the field

logs

an d include modifications

based

on laboratory

observation an d tests

of

the

samples.

L A B O R A T O R Y T EST I N G

Representative

samples

of

cohesive soils obtained

by

the thin-walled tube sampling procedure

w e r e

tested fo r

unconfined

compressive strength w a te r conte nt an d density. Whe re

a p p ro p ri a te t h e u nc on fi ne d

compressive strength

w a s estim a ted

with a calibrated hand

penetrometer. In

addition four

Atterberg

limits

tests

w e r e p e rf or m e d

on

samples o f the on-site

soils. Info rm at io n fro m the

Atterberg

limits tests w ere used i n an ev a lua ti on of the volume

c ha n g e p ote nt ia l

of

the

cohesive soils

with

variation in

moisture

content an d fo r

classification

of the

tested soils.

Results of

the

laboratory tests

are

p ro v id ed o n

the

boring

logs

or

included

in this

report.

Descriptive classifications of the s oils ind ic ated o n the boring log s a re

in accordance

with the

enclosed G e ne ral Notes a nd t he U n if ie d Soil Classification System. Also

s ho w n a re

estimated

Unified

Soil

Classification

Symbols.

A brief description of

this

classification

system

is

attached

t o this report.

All

classification w as

b y v isu a i- m a nu a l

procedures

and

w as

p erfo rm e d by

experienced personnel

0 5 0 6 5 6 6 3 r0 1. D OC

5/20/2018 0002 Division 00a

26/99

Proposed ross ounty ommunity Schools T e r r a c o n

S t r o m s b u r g ,

N e b r a s k a

Project N o. 0 5 0 6 5 6 6 3

J a n u a r y

1 8 , 2 0 0 7

SITE A N D

S U B S U R F A C E

C O N D I T I O N S

T h e p ro je ct s ite

i s

l oc at ed n o rt h w e s t

of

t h e in te rse c tio n

of

H i g h w a y 8 1 an d H i g h w a y

66 n ear

S tro m sb urg , N e bra sk a. T he

site

consisted of

an

existing

b e an f ie ld wi th

trees

l oc at ed a lo ng

th e s ou th an d w e st s id es of th e site.

Th e

site generally

sloped

d ow n to th e southeast an d

south w e s t from th e relatively flat center

area.

T h e b ori ng s performed on th e site h ad

a

r ep or ted el ev at ion difference o f a bo ut 2 .5 f ee t.

Th e boring locations w e r e laid

ou t

on

th e site by

representatives

of

K irk h am M ich ael

C o ns ul ti ng E n gi ne ers .

Elevations

were also p rovid ed by K irkh am M ich ael Consulting

Engineers. Th e

locations an d

elevations

of th e

b ori ngs s h ou ld

b e c on si d er ed a cc ur at e

only

to

th e d e g r e e implied by th e

means an d m e t h o d s

used to

define

t h e m .

C o n d i ti o ns e n co u nt er ed

in

th e boring location ar e indicated

on

th e boring

log.

Stratification

boundaries on th e

boring

lo g

re p re se nt th e a p pro xi ma te lo ca tio n

of changes i n

soil types;

in-situ,

th e

t ra n si ti on b e tw e e n m a te ri al s

m a y

be gradual.

Based on th e r es ul ts

o f

t he b or in g,

subsurface condit ions

on

th e p ro je ct

s ite c an

be generalized

as

fol lows.

Th e boring s w ere completed i n

a

harvested

bean

f ield,

an d

encountered

a

shallow root z o n e

at

th e surface.

Each o f th e b orin gs

encountered f a t

clay

o r fa t

clay fill b en ea th th e

surface.

T h e f a t clay extended to d e p th s ra ng in g from a b o u t

3 to

4

feet.

Samples

of

th e fa t

clay

h ad

m o i st u re c o nt en ts t h a t ranged from about 1 9

to

24 percent an d d ry

densities

f ro m a bo ut 9 5 to

1 04 pcf.

Each of th e b orin gs

encountered

silty clay an d lea n cla y

Peorian

loess)

soils beneath th e

u p pe r f at clay

soils.

Th e silty clay w as typically l ight ye ll ow b ro w n i n

color

a n d relatively

dry.

Th e silty

clay

extended

to

th e

approximate

7-foot,

20-foot an d

2 5 -f oo t t er mi na ti on d e p th s

of

th e borings.

Samples

of

th e

silty

clay

h ad moisture

contents

that ranged

f ro m a bo ut 1 2 to

2 6

percent an d d ry d e ns it ie s f ro m a bo ut 7 4 to 1 4 p c f

P l e a s e refer to th e attached b or in g l og s

fo r

th e laboratory data an d

a detailed

description of

th e subsurface conditions encountered at th e i nd i v id u a l b o ri ng l oc at io n s.

W A T E R

L E V E L O B SE R V A TIO N S

T h e b ori ng s w e r e . mo ni to re d w h i l e d r il li ng an d after completion fo r th e presence an d lev el of

g ro un dw a te r. G ro un dw a te r w as not observed in th e

borings.

However, this does no t

necessarily

m ean th e

borings terminated above

th e

w a t e r table. D ue t o th e

lo w

permeabil ity

o f

th e c oh esiv e

soils

encountered

in th e

borings,

a relatively long

period

of tim e m ay be

necessary

fo r a

groundwater

level to d ev elop an d stabilize i n a boreh ole. L ong term

0 5 0 6 5 6 8 3 r 0 1 . D O C

5/20/2018 0002 Division 00a

27/99

Proposed

Cross County

Community Schools Terracon

Stromsburg Nebraska

Project No. 05065663

January

18 , 2007

observations

in

piezometers or observation

wells

sealed from the inf luence of surface water

are

often required

to

define groundwater

levels in

soils of this type.

Fluctuations

of

the

groundwater

level

can

occur due to

seasonal

variations

in

the

amount

of

rainfall, runoff

and

other factors not evident a t the time the borings were per formed. The

possibility of groundwater

level

fluctuations

should

be considered when developing the design

a n d

construction

plans for the project.

ANALYSES

AND

RECOMMENDATIONS

Geotechnical

Considerations

The

fa t

clay soils on this site have the potentia l to

shrink

and

swell

with moisture

variation.

Structural

support o f the

building

and

floor

s labs on

foundations

extending below the

fa t

clay,

or complete removal

and

replacement of the fa t

clay

soils

would

be

necessary

to eliminate

risks

associated w ith the expansive

clays. Based

on the limited

depth

of

the

fa t

clay, w e

recommend

complete removal

of the

materials

below

the

proposed new building.

I n addition, the subsurface exploration completed at the

site

generally encountered

deep

natural

loess

W ind-blown

soils

extending

from

below

the

fa t

clay to the

d r i e d depths

of the

borings.

I n

gene ra l, loess soils are know n to be collapse-susceptible upon wetting,

particularly

when

the soils ex is t at relatively

low

in situ dry densit ies and moisture contents.

Low er-density, collapse-susceptible

loess

is more commonly encountered within

the

higher

elevation Peorian

loess

deposits.

The

laboratory

test data indicates

that low -density

loess

dry

density of

about

85

pcf,

or

less is

present throughout

the site. Therefore,

it

appears

that areas or zones of low-density loess w ill be

present

at and below floor

slab and

foundation bearing elevations.

These soils are

susceptible t o

strength l