invitation to bid - naples, florida

IMPORTANT MESSAGE

PLEASE ACKNOWLEDGE RECEIPT OF THIS ADDENDUM ON THE BID COVER SHEET.

CITY OF NAPLES PURCHASING DIVISION

CITY HALL, 735 8TH STREET SOUTH NAPLES, FLORIDA 34102

PH: 239-213-7100 FX: 239-213-7105

ADDENDUM NUMBER 2

THE FOLLOWING INFORMATION IS HEREBY INCORPORATED INTO, AND MADE AN OFFICIAL PART OF THE ABOVE REFERENCED BID.

The following clarifications are issued identifying the following for the referenced solicitation.

Additional Information:

A. Staging – The base bid shall include utilizing the adjacent property shown in the plans for staging. In the event that the property is not made available for the City and chosen Contractor to use all Contractors must bid an Optional Contractor Mob/Demob as item L on the Options Schedule of Values (SOV). The City Dock Parking Lot may be used for storage of equipment, tools, contractor parking, etc. and the Contractor may utilize the City’s barge loading area at Naples Landing (at the east end of 9th

Street South) to load and unload their barge, but Contractor shall not have sole use of the loading area for the length of Construction. It should be noted, the City Dock parking lot is not to be used exclusively by the contractor, and any damage done is the responsibility of the contractor to repair. Private commercial properties may be used for loading and unloading but it will be the responsibility of the Contractor to secure their alternate loading area. Contractors shall denote their alternate loading area in their bids under Contractor’s notes on the Schedule of Values(updated SOV provided).

B. Wifi and Security – Contractor’s bid shall not include a Wifi system or Security system but shall include spare conduit as shown on Sheet C214 so the City can have a system installed at a later date. Contractors shall include this spare conduit in the base electrical cost of the SOV.

C. Construction Fence - City of Naples Code of Ordinances Chapter 16-291(b)(4) and 16-291(g) states the Contractor’s site management plan shall include a fencing plan with for the staging area and must be maintained during all demolition, stockpiling of materials and construction. Contractors shall include this cost in their mob/demob pricing on the SOV.

D. Fire System - The base bid shall include the fire plan as designed and specified in the bid plans. Contractors may provide an alternative cost (Line item M on the Options SOV) for the fire system on the floating docks utilizing one of the cross sections of the exhibit provided in this addendum. Contractor shall be responsible for pipe sizing and calculations for alternative fire system. If the alternative fire system is chosen it shall be reviewed and approved by the Fire Engineer of Record and the City of Naples Fire Department prior to contract execution.

NOTIFICATION DATE:

01/25/17

BID TITLE:

CITY DOCK RECONSTRUCTION

BID NUMBER:

17-002

BID OPENING DATE & TIME:

02/07/2017 2:00 PM

IMPORTANT MESSAGE


The following are answers to written submitted questions:

1. I have been unable to locate the Proposed Rip Rap on the plans.ANSWER: The small riprap area has been added to sheet C211 in the plans for clarification.

2. At the pre-bid meeting, it was stated the City has three (3) pre-approved fuel vendors for dock work.ANSWER: The City does not have 3 pre-approved fuel vendors but the Engineers have provided a list of 3 fuel vendors that have experience with Marina Fuel Systems for your use. You are not limited to only utilizing these sub-contractors but must identify all sub-contractors in your bid documents.

Adams Tank and Lift 4567 131st Ave North Clearwater, FL., 33762 727-540-0931 officePeter Johnson, Representative239-777 5219 [email protected]

Petroleum Marine Consultants LLC 13833 Wellington Trace E-4 #207 Wellington, FL., 33414 Paul Doyle, Owner 561-422-9018 [email protected]

Guardian Fueling Technologies 12369 Crystal Commerce Loop Suites B Fort Myers FL., 33912 Donovan Correa, Representative [email protected]

3. Do you know how these over the water buildings are to be constructed? If we can help you with thesebuildings in precast concrete I would love to come to this pre-bid meeting.

ANSWER: Contractors shall bid the buildings per plan and spec in their base bid. Concrete precast buildings may be too heavy for floating foundations and the submitted information does not meet the bid plans that have been approved by the City’s Design Review Board.

4. City of Naples Dock Electrical Questions:a. Pedestal Type P8 – we noted these pedestals are being fed with 400 amps. Is the intention of

these peds to use the 100 amp and 50-50 amp receptacles concurrently, or to have theavailability for 100 or 50/50 but not at the same time? If it is for availability, then the P8 feederscan be downsized from 400 amp to 200 amp and the substation load calculations can bereduced as well. This will result in a substantial cost reduction.

IMPORTANT MESSAGE


ANSWER: P-8 pedestals are double sided set up for 1 large or 2 small boats individually metered. Therefore, they need to be supplied with the larger feeds as specified in the drawings.

b. Substation Circuitry – We noted that Substation C, D and E are fed off the same feeder. Webelieve it would be more desirable to separately feed the substations so if a problem were tooccur with one substation it would not affect the operation of the other two.

ANSWER: Thank you for the recommendation, this has been incorporated into the revised sheet E3 of the Huff Engineering plans included in this addendum.

c. Wiring Method for Building – Type MC Cable, EMT or PVC conduit, which is the preferred wiringmethod?

ANSWER: Utilize PVC conduit.

d. Panel RL show as150 Amp on Atlas sheet E2, 125 Amp on Huff sheet E3, which is correct?ANSWER: Panel RL has been updated on sheet E3 to 150 Amps for clarification.

e. Fire Cabinet Locations and Count differ slightly between Huff sheet E2 vs FP1. Which iscorrect?

ANSWER: The fire cabinet locations and count on FP1 is correct.

5. Contract document questions:a. 21.5 states dispensers to have integral reels Please clarify; drawings show external reels Note;

if reels were integral there would be 6 dispensers. Drawings show 3 dual hose units (costeffective)

ANSWER: The only pump with an integrated hose reel is the 60 gpm unit. All others shall have dual hose reels mounted adjacent to the dispensers.

b. 21.8 states 100 amp 240 volt single phase at Fuel Tank location- To achieve 60gpm diesel atone location the submersible pump will have to be a minimum 4hp 208/230 3-phase

ANSWER: A 3 phase breaker shall be added to the MDP to provide power to the upland fuel panel and the feed from Substation A shall be deleted. Contractor shall include the cost for the breaker and feed in the base bid.

c. 13.11 All decking cannot be full length 37’x32’ square at end of fixed dockANSWER: Condition 13.11.1 shall be added to the executed contract to read “Staggered butt joints shall be used on the 37’ x 32’ end of the fixed dock area and no more than 2 boards per span shall be used. These are the only joints permissible in the decking.”

d. 13.1 – DOT type piles- please detail the specification? Concrete strength, additives,reinforcement, etc.

ANSWER: Please find enclosed a shop drawing from a local casting yard meeting the typical DOT type specification. Piles must be equal to these specifications.

e. Permit cost – by owner or by contractor?ANSWER: The Contractor shall obtain and pay for all permits related to this work unless previously excluded under provision of the contract or general conditions.

IMPORTANT MESSAGE


f. Bullet point # 4 on page 30 of the City Dock Reconstruction RFP (part of Tab 3, Qualifications ofPrincipal Staff to be Assigned). It ask to provide a letter from sub-consultants that are listed aspart of the project team. Whom do you consider a sub-consultant?

ANSWER: Sub-Consultants listed as part of Tab 3 shall be any companies used other than sub-contractors, for example; testing companies, scheduling companies, pay request companies, etc. you plan to utilize on the project. Sub-Consultants may not be required for each prime contractor and this bullet point will only apply to Contractors that have to include additional companies to fill any gaps in service that they and their sub-contractors cannot provide.

g. We were inquiring about any petroleum fuel work that needs to done with this project that is inthe construction journal. In looking at the plans and spec’s listed in the construction journal, I donot see any scopes for the fuel work if there is any, but I do see where there are dispensers onthe floating dock. Can you let me know if there are plans and spec’s we can get or do we haveto wait on who the general contractor will be that gets awarded the work if there is fuel work thatneeds done. If there is a number for anyone I can talk to lease let me know. We did not attendthe pre bid meeting, but one of our personnel did talk to Greg in purchasing and he indicatedthat Roger the dock master would be running the project.

ANSWER: The fuel system is a design build system meeting the technical specifications provided in Chapter 21 of the Technical Specifications (page 19 of the PDF).

Attachments

Exhibit A – REVISIONS TO BID PLANS Exhibit B - REVISED SCHEDULE OF VALUES Exhibit C – ITEMS REMOVED PRIOR TO DEMOLITION Exhibit D - FIRE CROSS SECTIONS Exhibit E - CONCRETE PILE SPECS

<> LATITUDE: 26° 07'57.84"N

<> LONGITUDE: 81°47'35.74"W

<> THESE DRAWINGS ARE INTENDED FOR

CONSTRUCTION USE.

<> 880 12TH AVE SOUTH

<> NAPLES, FL 34102

SUBJECT

PROPERTY

NAPLES CITY DOCK CONSTRUCTION

SHEET NO. SHEET TITLE

G100 LOCATION PAGE

C101 DEMOLITION PLAN

NEW DOCK AERIALC200

TAMPA

FT.MYERS

NAPLES

KEY WEST

SUBJECT

PROPERTY

858

82

886

41

MARCO

ISLAND

EVERGLADES

93

29

846

NAPLES

90

90

839

94

837

837

841

29

29

29

839

839

92

887

846

951

862

I-75

84

864

31

856

850

846

890

896

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SP

C

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1-13-17

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JW

M

SUBJECT

PROPERTY

STRINGER DETAILS

C202

SECTION DETAILS

C203

C100 EXISTING SITE AERIAL

NEW DOCK DIMENSIONC201

RAILING DETAILS

C204

UTILITY PLAN FUEL DOCKU100

UTILITY PLAN DOCKS A & BU101

UTILITY PLAN DOCKS C & DU102

UTILITY PLAN DOCK EU103

FINGER PIER DETAILS

C205

MAIN DOCK DETAILS

C206

DREDGE DETAILS

C207

UTILITY PLAN DOCK FU104

SIGN LOCATIONS

C208

ROCK DEPTHS

C209

C210 SIGN DETAIL PAGE

C211 ENTRANCE DETAILS

C212 ADA PLAN

C213 CLEAT DETAILS

NAPLES CITY DOCK CONSTRUCTION

SHEET NO. SHEET TITLE

E-1 SITE PLAN - ELECTRICAL

E-2 DOCK PLAN - ELECTRICAL

E-4 SPECIFICATIONS

PLUMBING AND FIRE PROTECTION


FP-1

E-3 ONE-LINE DIAGRAM

FP-2

B

I

D

P

L

A

N

S

CHAD D. HUFF, P.E.

REDI ENGINEERING

PLUMBING AND FIRE PROTECTIONFP-3

DYEHOUSE ARCHITECT

ARCHITECTURAL PLANSA2


ARCHITECTURAL PLANSA3.1


A5




ATLAS ENGINEERING

PLUMBING PLANP-1

PLUMBING PLANP-2

PLUMBING PLANP-3

S0.1

S1.1

S2.1

S3.1

M-1

M-2

BUILDING PLANS

BUILDING PLANS

BUILDING PLANS

BUILDING PLANS

MECHANICAL SPEC

MECHANICAL PLAN

M-3 MECHANICAL PLAN

E-1 ELECTRIC SPEC

E-2 ELECTRIC PLAN

E-3 ELECTRIC PLAN

P-1

P-2

P-3




S0.2 BUILDING PLANS

ARCHITECTURAL PLANS


1

C214 ADDITIONAL CONDUITS

Exhibit A – REVISIONS TO BID PLANS

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12'

RAILING SHOWN

FOR REFERENCE.

RAILING IS TO BE

DETERMINED

CONCRETE

DOWN PILE

FISH CLEANING TABLE SIGN DETAIL

NOT TO SCALE

MHWL = 0.44' NAVD

MLWL = -1.54' NAVD

4"X16" ROUGH CUT

CAP TIMBER

4"X12" ROUGH CUT

STRINGER N.T.E. 18"

RAILING SHOWN

FOR REFERENCE.

RAILING IS TO BE

DETERMINED

DOCK ENTRANCE SIGN

SCALE = 1"=2'

DOCK ENTRANCE DETAIL

SCALE = 1"=5'


SCALE = 1"=5'

SIDEWALK TO

BE REPLACED

EXISTING DECORATIVE

CONCRETE SIDEWALK

NEW SIDEWALK TO TIE INTO

EXISTING SIDEWALK

LOADING AND UNLOADING AREA

EXISTING MANGROVES

EXISTING SEAOATS

NEW WOOD DOCK

5'

EXISTING FUEL

TANKS

15

'

5.5'

5'

15

'

5.5'

12'

3'

8

'

EXISTING DOCK SIGN

TO BE RE-USED

EXISTING FISH

CLEANING STATION

SIGN TO BE RE-USED

11.5'

2'

FISH CLEANING

STATION

B

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A

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NEW 12" BUTT

WOOD PILE

6"X6" POSTS

2

2

'

1

8

'

R81'

R

2

4

'

R

2

6

'

ADA TRANSITION

NEW CURB

9

'

NEW SIDEWALK 4,000 PSI

WITH FIBERMESH AND

STEEL REINFORCEMENT

44'

1

1

'

16

'

12'

RIPRAP PLACED UNDER DOCK

AT MEAN HIGH WATER LINE

MHWL = 0.44' NAVD

MLWL = -1.54' NAVD

1 TON TOE STONE

1

2

GEOTEXTILE US FABRIC 670 (OR EQUAL)

RIP RAP DETAIL

SCALE = 1"=2'

5

'

12'

5

'

18'

4'

12"-18" STONES

1

1

------------

------------

------------

A16

0 15 30 60

SCALE IN FEET

N

ES

W

D1

D2

D3

D4

D5

D6

D7

D8D9

D10

D11

D12

D13

D14

D15

D16

C1

C2

C3

C4

C5

C6

C7

C8C9

C10

C11

C12

C13

C14

C15

C16

A15

A14

A13

A12

A11

A10

A9

A8

A7

A6

A5

A4

A3

A2

A1

E1

E2

E3

E4

E5

E6E7E8E9E10

E11

E12

E13

E14

E15

E16

F1 F2 F3 F4 F5 F6 F7 F8 F9

SURVEY COURTESY OF:

SURVEY DATED:

THESE DRAWINGS ARE FOR BID PURPOSES ONLY.

ALL DATUM SHOWN HEREON IS REFERENCED TO MLW

TIDAL DATUM OBTAINED FROM TIDE STATION 872-5114

TIDAL DATUM:

MLW (NAVD)=

MHW (NAVD)=

NOTES:

"TERAQUATIC SURYVEYING, INC."

JUNE 10, 2016

-1.54'

0.44'

FIXED DOCK

FLOATING DOCK

EXISTING NEIGHBORING

DOCK TO REMAIN

BUILDINGS

B1

B2

B3

B4

B5

B

I

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P

L

A

N

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16

7'

HAND RAILING

DOCK ENTRANCE

12'

STUB CONDUITS TO (2)

CONCRETE POSTS

WITH UNISTRUTS

2" CONDUIT

2" CONDUIT

ALL CONDUITS TO

FEED INTO BUILDING

16

7'

24

7'

536'

2" CONDUIT

1" CONDUIT FOR WIFI

2" CONDUIT

2" CONDUIT

2" CONDUIT

ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL COST

1 Contractor Mob/Demob EA 2 -$

2 Dock Removal/Disposal SF 19,490 -$

3 Main Dock Fixed SF 3,571 -$

4 Floating Dock SF 17,054 -$

5 Floating Fuel Dock SF 4,208 -$

6 Fender Piles EA 60 -$

7 Dock Rail LF 402 -$

8 Dock Electric LS 1 -$

9 Dock Fire LS 1 -$

10 Dock Water LS 1 -$

11 Dock Pumpout LS 1 -$

12 Sight Lighting LF 1,108 -$

13 Signage/Trash-Rcyc Cans/Ladders/Life Rings/Dock Boxes LS 1 -$

14 Fuel System LS 1 -$

15 Dockmaster Office LS 1 -$

16 Gazebo LS 1 -$

17 Bathrooms LS 1 -$

18 Building Fire Protection LS 1 -$

19 Site Utilities LS 1 -$

20 Riprap LF 20 -$

21 Upland Concrete Sidewalk and Curb LS 1 -$

22 Dredging CY 341 -$

TOTAL COST -$

WRITTEN COST $

NOTE: ALL BOAT LIFT PILINGS MUST BE INCLUDED IN THE BID PROPOSAL. IF ANY ROCK PUNCHING/ DRILLING SHOULD BE REQUIRED PERMITTEE OR ENGINEER MUST BE NOTIFIED PRIOR TO COMENCEMENT.

SCHEDULE OF VALUESNaples City Dock THA # 1541

BIDDER:

Exhibit B - REVISED SCHEDULE OF VALUES

Submitting Vendor Name: ______________________________________

Page 1 of 2

ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL COST

A PT Decking Deduction (Item No. 3) SF 3,571 -$

B Concrete Bent Option 1 (Item No. 3) (Denote +/- in item 3 price) LS 1 -$

C Concrete Bent Option 2 (Item No. 3) (Denote +/- in item 3 price) LS 1 -$

D Alternate Floating Dock Manufacturer (Item No. 4) SF 17,054 -$

E Value Engineering Floating Dock System (Item No. 4) SF 17,054 -$

F Dock Rail Option 2 (Item No. 7) (Page C 205) LF 402 -$

G Dock Rail Option 3 (Item No. 7) (Page C 205) LF 402 -$

H Dock Rail Option 4 (Item No. 7) (Page C 205) LF 402 -$

I Fend all bumpers for the fuel dock EA 1 -$

J Boat Lift (16k golden 4 post) EA 1 -$

K Wood Pile (12" x 35' with vinyl cone cap) EA 1 -$

L Offsite Contractor Mob/Demob EA 2 -$

M Alternative Dock Fire LS 1 -$

CONTRACTOR NOTES:

OPTIONS

Page 2 of 2

ggivens

Stamp

NAPLES CITY DOCKTELEPHONE (239) 213-3070 . FACSIMILE (239)213-3072880 12T-AVENUE SOUTH . NAPLES, FLORIDA 34102-6796

JANUARY 3, 2017

THE FOLLOWING ITEMS WILL BE REMOVED FROM THECITY DOCK PRIOR TO DEMOLITION:

BIKE RACKSGARBAGE CANSENTRANCE SIGNS (2)FIRE EXTINGUISHERSFISH TABLE SIGNSLADDERSFIRE HOSESCAPTAINS SIGNSBULLETIN BOARDPAPER TOWEL HOLDERSTAXIDERMIED FISHFISH LINE TUBESDOLPHIN PICTURE2 WASHING MACHINES1 DRYERALL CONTENTS OF CUSTODIAN CLOSETICE MACHINEBAIT FREEZERALL SIGNAGE CAMERASDOCK BOXESALL ITEMS FROM THE OFFICE

Exhibit C – ITEMS REMOVED PRIOR TO DEMOLITION

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STANDARD INSTALLATION WITH SS PIPE

SCALE : N.T.S.

304 S/S FIRE SUPPLY

FOAM FILLED

PONTOON

CONCRETE

DECK

DRY

STANDPIPE

HDPE PIPE INTO UTLITY CHASE WITHIN DOCK

SCALE : N.T.S.

DRY

STANDPIPE

LINE

CONCRETE

DECK

DRY

STANDPIPE

POTABLE

WATER

UTILITY ACCESS

FOAM FILLED

PONTOON

FIRE SPRINKLER

LINE FOR

BUILDINGS

FUEL LINES

VACUUM LINE

WATER LEVEL

TRANSITION TO HDPE

HDPE PIPE UNDERWATER WITH HANGER BRACKET TO WHALER

SCALE : N.T.S.

HDPE PIPING USED WITH SS FLASHING

SCALE : N.T.S.

DRY STANDPIPE

SUPPLY LINE (HDPE)

METAL

SHIELD

FOAM FILLED

PONTOON

CONCRETE

DECK

DRY

STANDPIPE

HDPE PIPE UNDERWATER FLOAT FASTENER

SCALE : N.T.S.

DRY STANDPIPE

SUPPLY LINE

(4" HDPE)

DRY STANDPIPE

SUPPLY LINE

(4" HDPE)

304 S/S FIRE SUPPLY

HDPE

304 S/S FIRE SUPPLY

HDPE

CONCRETE

DECK

CONCRETE

DECK

1' 4

"

1' 4

"

SS HANGER

BRACKET

OPTION #1BASE BID OPTION #2

OPTION #4OPTION #3

AIR SPACE

ISOLATION

TRANSITION TO SS

FOAM FILLED

PONTOON

FOAM FILLED

PONTOON

TRANSITION TO SS

Exhibit D - FIRE CROSS SECTIONS

Sheet No.

Index No.

2008 FDOT Design StandardsRevision

20614

07/01/05 1 of 1

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LB720Type II Cement

AMERICAN CEMENT COMPANY-SUMTERVILLECMT40

Cement:AASHTO M85 II Limestone

3.15

LB181Class F Fly Ash

SEPARATION TECH.-BIG BEND; APOLLO BEACHFA30

Fly Ash:ASTM C 618 - Class F

2.43

LB75Eucon MSA Microsilica

EUCLID CHEMICAL COMPANYSF02

Silica Fume:ASTM C 1240

2.20

LB1465# 57 Stone

PREFERRED MATERIALS, INC.03616

Coarse Aggregate: 2.45 Limestone

LB996Silica Sand

STEWART MINING INDUSTRIES INC.03677

Fine Aggregate: 2.522.63 Silica Sand

S924-0023OZ3.5AEA92 S

EUCLID CHEMICAL CO.Air Ent Admixture:AASHTO M 154 - AEA

S924-0307OZ97.6Eucon WR

EUCLID CHEMICAL CO.Type D Admixture:AASHTO M 194 - Type D

S924-0568OZ78.1Plastol 6200 EXT

EUCLID CHEMICAL CO.Type F Admixture:AASHTO M 194 - Type F

GA38.5Water for ConcreteWater:

LB321Water for ConcreteWater:

��0.33 LB per LBW/CM Ratio27.00 CFTheoretical Yield96 degree FTemperature6.25 inchesSlump139.2 LB per CFDensity0.278 LB per CYChloride Content31.9 KOhm-cmAverage2.3 percentAir Content0.3 percentAgg Corr Factor6570 avgpsi7 DAYS8290 avgpsi28 DAYS

��percent 1.00 to 5.00ROLL-A-METER Air Contentpercent 1.00 to 5.00Pressure Meter Air ContentKOhm-cmGreater than or equal to 29Surface ResistivityavgpsiGreater than or equal to 6500Compressive Strengthinches 5.50 to 8.50Slumpdegree FLess than or equal to 100TemperatureLB per LBLess than or equal to 0.33W/CM Ratio

�� !��

0.3Aggregate Correction Factor:

Conc_Mix-14rpt 03/1813 slb

(Target Slump: 7 Inches)

Preferred Materials Inc. Mix # 8659905

Type I / II Portland Cement

Production Period: December 1 - 31, 2013 Report Date: January 6, 2014

ACC AASHTO ASTM

Chemical Composition ASTM C114 Results TYPE I TYPE II TYPE I TYPE II

%Silicon Dioxide (SiO2) 20.0%Aluminum Oxide (Al2O3) 5.1 6.0 Max 6.0 Max

%Ferric Oxide (Fe2O3) 4.0 6.0 Max 6.0 Max

%Calcium Oxide (CaO) 64 - -

%Magnesium Oxide (MgO) 1.0 6.0 Max 6.0 Max 6.0 Max 6.0 Max

%Sulfur Trioxide (SO3) 3.3% Loss on Ignition 2.2 3.0 Max 3.0 Max 3.0 Max 3.0 Max

% Chloride 0.008% Alkalis (NA20+0.658 K2O) 0.34 .60 Max .60 Max .60 Max .60 Max

% Insoluble Residue 0.64 .75 Max .75 Max .75 Max 0.75

% CO2 in cement 0.8% Limestone interground with cement (ASTM C150 A1) 2.2 5.0 % max 5.0 % max 5.0 % max 5.0 % max

% CaCO3 in limestone 95 70 Min 70 Min 70 Min 70 Min

Potential C3S 59 No Min / Max No Min / Max No Min / Max No Min / Max

Potential C2S 11Potential C3A 7 8 Max 8 Max

Potential C4AF 12C3S + 4.75C3A 90 100 Max 100 Max 100 Max

Physical Properties

ASTM C204 Blaine Fineness M2/KG Minimum 409 280 Min 280 Min 280 Min 280 Min

ASTM C204 Blaine Fineness M2/KG Maximum - No Max 430 m2/kg ** No Max 430 m2/kg **

ASTM C151 Autoclave Expansion 0.00 .80 Max .80 Max .80 Max .80 Max

ASTM C191 Time of Setting Vicat - Initial (minutes): 114 45 min 45 min 45 min 45 min

Final (minutes): 220 375 max 375 max 375 max 375 max

ASTM C109 Compressive Strength - 1 Day PSI 2158 No Min No Min No Min No Min

3 Day PSI 3574 1740 psi min 1450 psi min 1740 psi min 1450 psi min

7 Day PSI 4615 2760 psi min 2470 psi min 2760 psi min 2470 psi min

28 Day PSI 6350 1 Day MPA 14.9 No Min No Min No Min No Min

3 Day MPA 24.6 12.0 min 10.0 min 12.0 min 10.0 min

7 Day MPA 31.8 19.0 min 17.0 min 19.0 min 17.0 min

28 Day MPA 43.87 Day Heat of Hydration (Cal/g) 66 80 max 80 max 80 max 80 max

ASTM C1038 % Expansion at Max SO3 -0.016ASTM C185 % Air Content 7 12 max 12 max 12 max 12 max

This cement complies ASTM C150, AASHTO M85, and Florida and Georgia Department of Transportation specifications for Type I / II

This cement complies with Florida Department of Transportation specification 921 for Type IIMH

**If C3S + 4.75C3A is less than 90 blaine max does not apply.

4750 East C 470 / PO Box 445 Sumterville, FL 33585

PHONE (352) 569-5393 / FAX (352) 569-5397

Silo 1, 5

Cal Beard, Quality Manager

[Optimum SO3 Performed]

This data is typical of the cement produced at ACC in Sumterville, Fl. and currently being shipped from this silo.

* As per footnote D (Table 1 ASTM C150) our Optimum SO3 is 3.3% (ASTM C563). Cement tested according to C1038) showed 0.010 exp at 3.48 SO3.

Elkem Materials Inc. Postal Address:P.O.Box 266Pittsburgh, PA15230-0266USA

Telephone:800 433 0535Telefax:(412) 299 7238

Delivery to

Date of Issue Our ref.

Buyer's Order No.

L / C No.

Shipped by

Port of discharge

Date of shipment

From

03-OCT-2013

EMI-9-31786-1-418-SEP-2013

RPM BUILDING SOLUTIONS DCC/O TOTAL LOGISTICSREDWOOD ROADEUCLID, OH 44117UNITED STATESTEL: 216-531-9222

1318452

Shipping location

Nos. / Marks. Description of goods and packages

Analysis

ALLIED LOGISTICSPARKERSBURGH, WV

Microsilica Grade 970 D

CERTIFICATEOF ANALYSIS

From

Port of loading

Final Destination

HS No.code

28.11.2200

ELKEM MATERIALS INC.,03-OCT-2013

Lot no. %L.O.I.%Pozzolan Sp.surf.EMI-A9-2360 2.72 112.00 21.76

Lot no. +0.045mm BlkDenEMI-A9-2360 1.47 42.89

Authorized Signature

Shipment no.

EMI-A9-2360

KSG

PA338 25# EuclidBags/2500# Pallet

EMI-9-31786-1-4

We certify that the above analysis is the true result obtained on the described sample(s).No part of this report is to be reproduced for any purpose without our written consent.

ISO-9001:2008 REGISTEREDQUALITY SYSTEM

EUCLID,OH

ALLIED LOGISTICS

Size

31 30+ LB/CU FT

This is to certify that the Silica Fume (Microsilica) used to produce the products supplied by ELKEM MATERIALS INC. complywith the applicable standard provisions and specifications of ASTM C1240, AASHTO M-307 and CSA A3001-08 - Type SF.

EUCON MSAPowdered, Densified Microsilica Concrete Admixture

The Euclid Chemical Company19218 Redwood Rd. • Cleveland, OH 44110 Phone: [216] 531-9222 • Toll-free: [800] 321-7628 • Fax: [216] 531-9596www.euclidchemical.com

DescriptionEUCON MSA is a ready-to-use powdered microsilica (silica fume) concrete admixture. This product reacts chemically with the calcium hydroxide in the cement paste which yields a calcium silicate hydrate gel that significantly enhances strength and durability. The super fine microsilica fills the voids between cement particles creating a very dense, less permeable concrete.

Revised: 2.08

EUCO

N M

SA

Densified

Micro

silitc Ad

mixture

Master Form

at #: 03 3000

Primary Applications• High strength concrete• High density concrete• Bridge decks• Parking structures• Marine environments

Shelf Life2 years in original, unopened package.

PackagingEUCON MSA is packaged in 25 lb (11.3 kg) pulpable bags and can be delivered in bulk tankers for silo storage.

Specifications/Compliances• EUCON MSA meets the requirements of ASTM C 1240, standard provisions.

Technical InformationTypical Engineering DataSpecific gravity .................................................2.2Bulk density ..............approx. 30 lb/ft3 (481 kg/m3)Microsilica content .......................................100%Amorphous SiO2.................................. ...92 - 98%

Appearance: EUCON MSA is a very finely textured, free flowing, gray powder.

Features/Benefits• High ultimate compressive and flexural strength for greater structural capacity• High early strength gain for faster turnaround time• Low permeability for greater resistance to water and salt penetration• Increased abrasion and chemical resistance for a longer life expectancy• Greatly improved freeze/thaw and scaling resistance• Improves concrete performance to reduce column size, increase production and lower transportation and

erection costs

Directions for UseDue to the fineness of the EUCON MSA particles, the admixture needs to be thoroughly mixed and dispensed in and around the cement particles. The proper dispersion is accomplished by adding the microsilica first in the truck mixing process. A typical mix sequence would be:

1. EUCON MSA

2. 75% coarse aggregate, plus sand and 75% water

3. Air entraining admixture (if required)

WARRANTY: The Euclid Chemical Company (“Euclid”) solely and expressly warrants that its products shall be free from defects in materials and workmanship for one (1) year from the date of purchase. Unless authorized in writing by an officer of Euclid, no other representations or statements made by Euclid or its representatives, in writing or orally, shall alter this warranty. EUCLID MAKES NO WARRANTIES, IMPLIED OR OTHERWISE, AS TO THE MERCHANTABILITY OR FITNESS FOR ORDINARY OR PARTICULAR PURPOSES OF ITS PRODUCTS AND EXCLUDES THE SAME. If any Euclid product fails to conform with this warranty, Euclid will replace the product at no cost to Buyer. Replacement of any product shall be the sole and exclusive remedy available and buyer shall have no claim for incidental or consequential damages. Any warranty claim must be made within one (1) year from the date of the claimed breach. Euclid does not authorize anyone on its behalf to make any written or oral statements which in any way alter Euclid’s installation information or instructions in its product literature or on its packaging labels. Any installation of Euclid products which fails to conform with such installation information or instructions shall void this warranty. Product demonstrations, if any, are done for illustrative purposes only and do not constitute a warranty or warranty alteration of any kind. Buyer shall be solely responsible for determining the suitability of Euclid’s products for the Buyer’s intended purposes.

Precautions / Limitations• Test batches/mix designs/sample slabs may be required due to variations in local cement and aggregates.• Keep concrete from freezing until a minimum strength of 1,000 psi (7 MPa) is reached.• In all cases, consult the Material Safety Data Sheet before use.

Clean-UpClean tools and equipment with water before the material hardens.

4. Cement

5. Any Euclid Chemical high range water reducer(*).

6. Coarse aggregate 25% and 25% water

(*) Water demand will be increased when using microsilica. Most mixes will require the use of a high range water reducer to maintain workability, a low water content and a low water/cement ratio.

Dosage: The use of EUCON MSA is normally used at the rate of 5 to 10% by weight of cement. Contact The Euclid Chemical Company for guidance where higher dosages of up to 15% by weight of cement are needed.

Placement: Concrete treated with EUCON MSA may be placed in the same fashion as conventional concrete.

Finishing: Concrete containing EUCON MSA will bleed much less than conventional concrete; at higher dosage rates bleeding will be essentially eliminated. Plastic shrinkage cracks occur due to rapid moisture loss from the surface of the concrete. Because concrete containing EUCON MSA will have a reduced amount of bleed water to replenish what has evaporated, it will be more susceptible to plastic shrinkage cracking.

Also, plastic shrinkage cracking is most likely to occur when low humidity, wind, high air temperature and high concrete temperature are present in any combination. When these conditions do exist, the use of an evaporation retardant such as EUCOBAR should be used. (See page 1 of the EUCOBAR technical data sheet for a table which will show when conditions are favorable for the occurrence of plastic shrinkage cracking.) Note that plastic shrinkage cracking on concrete containing EUCON MSA will occur at lower evaporation rates than for normal concrete.

Methods other than EUCOBAR can be employed to help reduce the possible occurrence of shrinkage cracking. These include erecting windbreaks, fog spray between finishing operations, covering concrete with wet burlap and reducing concrete temperature with ice or cooled aggregates. Placing concrete later in the day to avoid direct sunlight and high temperatures can also be done.

If plastic shrinkage cracks do occur, prompt reworking of the fresh concrete can effectively close them, preferably using magnesium or steel tools. To prevent the reoccurrence of the shrinkage cracks, the concrete should be promptly and thoroughly covered or kept moist.

If a high dosage of EUCON MSA is used in the concrete mix and conditions are favorable for plastic shrinkage cracking, the concrete may become very difficult to finish. In situations such as this, it is recommended to use a one pass finishing procedure of screeding, bullfloating and broom finishing or texturing of the surface followed immediately by curing procedures.

Curing: Proper curing of concrete containing EUCON MSA is absolutely critical in order to achieve the designed high strength and high durability. Proper curing requires the maintenance of proper moisture and proper temperature conditions in the concrete.

All curing of concrete containing EUCON MSA should begin immediately after the finishing procedure is completed. Acceptable curing methods are wet burlap, polyethylene and the use of a high solids liquid membrane forming curing compound such as SUPER REZ-SEAL or SUPER AQUA-CURE VOX.

If a curing compound is not desired, wet cure for a minimum of seven (7) days.

Month: February Supplier: Preferred / APAC - Naples

Material: #57 Stone (10) Pit #: 03-616

Plant - FDOT #: Bonita - 12-340 -200: 0.5%

Sample Date: Fineness of Modulus: 7.05

Test Date: Absorption: 4.2%

Sample Location: Stockpile Specific Gravity: 2.45

Total Weight of Sample : 24.1 Lbs

Sieve Individual Sieve Individual Cumulative Total % Pass

Size Weight Weights % Retained % Retained Passing Lower Upper Y or N Lower Upper

1 1/2" 16.0 15.96 0.0% 0.0% 100.0% 100% 100% Yes 100% 100%

1" 16.5 16.02 2.0% 2.0% 98.0% 96% 100% Yes 95% 100%

3/4" 21.6 16.07 22.9% 24.9% 75.1% 64% 88% Yes 62% 90%

1/2" 25.9 15.87 41.6% 66.6% 33.4% 28% 58% Yes 25% 60%

3/8" 20.3 15.69 19.1% 85.7% 14.3% 7% 28% Yes 5% 30%

4 18.1 15.39 11.2% 96.9% 3.1% 0% 8% Yes 0% 10%

8 14.8 14.72 0.3% 97.3% 2.7% 0% 4% Yes 0% 5%

Pan 13.0 12.31 2.9%

Original Weight: 24.1 F.M. 7.05 - 200 Max - 3.75%- 200 Max - 3.5%

Sieve Analysis : #57 Coarse Aggregate

FDOT - ASTM C-33Control Tolerance

02/03/14

02/05/14

0.0%

10.0%

20.0%

30.0%

40.0%

50.0%

60.0%

70.0%

80.0%

90.0%

100.0%

1 1/2" 1" 3/4" 1/2" 3/8" 4 8

Passing FDOT - ASTM C33 Lower FDOT - ASTM C33 Upper

Month: February Supplier: Stewart Mining - Immokalee

Material: Silica Sand (01) Pit #: 03-677

Plant - FDOT #: Bonita - 12-340 -200: 0.2%

Sample Date: Fineness of Modulus: 2.41

Test Date: Absorption: 0.3%

Sample Location: Stockpile Specific Gravity: 2.63

Total Weight of Sample : 413.5

Sieve Individual Individual Cumulative Total % Pass

Size Weight % Retained % Retained Passing Lower Upper Y or N Lower Upper

3/8" 0.0 0.0% 0.0% 100.0% 100% 100% Yes 100% 100%

4 0.0 0.0% 0.0% 100.0% 96% 100% Yes 95% 100%

8 10.4 2.5% 2.5% 97.5% 87% 100% Yes 85% 100%

16 65.7 15.9% 18.4% 81.6% 68% 96% Yes 65% 97%

30 120.7 29.2% 47.6% 52.4% 28% 69% Yes 25% 70%

50 112.1 27.1% 74.7% 25.3% 7% 34% Yes 5% 35%

100 95.9 23.2% 97.9% 2.1% 0% 6% Yes 0% 7%

200 7.9 1.9% 99.8% 0.2% 0% 3.5% Yes 0% 4%

Pan 0.8 0.2%

Original Weight: 413.5 F.M. 2.41 - 200 Max - 4.0%- 200 Max - 3.5%

Sieve Analysis : Silica Sand Fine Aggregate

FDOT 902Control Tolerance

02/03/14

02/05/14

0.0%

10.0%

20.0%

30.0%

40.0%

50.0%

60.0%

70.0%

80.0%

90.0%

100.0%

3/8" 4 8 16 30 50 100 200

Passing FDOT Lower FDOT Upper

Technical InformationAEA-92S is an aqueous solution compound of organic chemicals. It is compatible with concrete mixes containing other commonly used Euclid Chemical Company admixtures.

Appearance

AEA-92S is an amber colored material which, when added to concrete does not change the concrete's natural appearance.

AEA-92SAir Entraining Agent For Concrete


DescriptionAEA-92S is formulated for use as an air entraining admixture for concrete of all types and is manufactured under rigid control which assures uniform and precise performance. It should be added to the mix independently and not with other admixtures.

Revised: 3.07

AEA

-92SA

ir Entraining A

gent For Concrete

Master Form

at #: 03 3000

Primary Applications• Ready mix concrete• Structural concrete• Mass concrete• Paving concrete• All exterior concrete

Features/Benefits• Provides a stable air void system with proper bubble size and spacing. This air void system protects concrete

against damage caused by repeated freeze/thaw cycles• Concrete is made more resistant to de-icing salts, sulfate attack and corrosive water• Less mixing water can be used per yard (meter) of concrete and placeability is improved• Minimizes bleeding and segregation of the concrete

Shelf Life2 years in original, unopened package.

Specifications/CompliancesAEA-92S meets or exceeds the requirements of the following specifications:• Corps of Engineers Specification CRD C-13• ASTM Specification C 260• AASHTO Specification M 154• ANSI/NSF STD 61

Directions for Use1/2 to 2 oz of AEA-92S/100 lb (30 to 120 ml of AEA-92S/100 kg) of cement will generally entrain 3% to 6% air in concrete. This amount will vary depending on type of cement, fineness of sand, addition of fly ash, temperature, design of the mix, etc. Concrete mixes must be tested regularly to confirm that the proper air content is achieved.

PackagingAEA-92S is packaged in bulk, 275 gal (1041 L) totes, 55 gal (208 L) drums and 5 gal (18.9 L) pails.

WARRANTY: The Euclid Chemical Company (“Euclid”) solely and expressly warrants that its products shall be free from defects in materials and workmanship for one (1) year from the date of purchase. Unless authorized in writing by an officer of Euclid, no other representations or statements made by Euclid or its representatives, in writing or orally, shall alter this warranty. EUCLID MAKES NO WARRANTIES, IMPLIED OR OTHERWISE, AS TO THE MERCHANTABILITY OR FITNESS FOR ORDINARY OR PARTICULAR PURPOSES OF ITS PRODUCTS AND EXCLUDES THE SAME. If any Euclid product fails to conform with this warranty, Euclid will replace the product at no cost to Buyer. Replacement of any product shall be the sole and exclusive remedy available and buyer shall have no claim for incidental or consequential damages. Any warranty claim must be made within one (1) year from the date of the claimed breach. Euclid does not authorize anyone on its behalf to make any written or oral statements which in any way alter Euclid’s installation information or instructions in its product Lature or on its packaging labels. Any installation of Euclid products which fails to conform with such installation information or instructions shall void this warranty. Product demonstrations, if any, are done for illustrative purposes only and do not constitute a warranty or warranty alteration of any kind. Buyer shall be solely responsible for determining the suitability of Euclid’s products for the Buyer’s intended purposes.

Precautions/Limitations• Consult your local Euclid Chemical representative for the proper dosage rate adjustments when using fly ash,

slag or high range water reducers.• Add to the mix independent of other admixtures.• In all cases, consult the Material Safety Data Sheet before use.

EUCON WR®

Water Reducing Admixture


Description

EUCON WR is a solution of modified salt of ligno sulfonic acid which is completely free of any added chloride ions. It is a water-reducing, normal-set admixture for concrete. It provides a more plastic and cohesive mix in the fresh concrete and better durability, reduced shrinkage and less permeability in the hardened concrete.

Features/Benefits• Provides easier handling and finishing• Increases strength• Provides increased durability• Reduces shrinkage and permeability

Revised: 5.09

EUCO

N W

R®

Water R

educing Adm

ixtureM

aster Format #: 03 3000

Primary Applications• Ready mixed concrete• Prestressed concrete• Precast concrete

• General use concrete• Lightweight concrete• Expansive concrete

Technical Information

Initial Setting Rate @ 75oF (24oC)Mix Cement TimeEUCON WR @ 4 oz/cwt 514 lb (233 kg) +0:55 (hr:min)@ 8 oz/cwt 514 lb (233 kg) +2:21 (hr:min)

Flexural Strength compared to reference mix Age EUCON WR EUCON WR @ 4 oz/cwt @ 8 oz/cwt 3 days 133% 118% 7 days 128% 116% 28 days 114% 115%

Compressive Strength compared to reference mix

Age EUCON WR EUCON WR @ 4 oz/cwt @ 8 oz/cwt 3 days 144% 150% 7 days 131% 136% 28 days 130% 136% 6 months 126% 140% 1 year 123% 133%

Relative Durability Factor @ 4 oz/cwt: 99.4% @ 8 oz/cwt: 98.8%

PackagingEUCON WR is packaged in bulk, 275 gal (1041 L) totes, 55 gal (208 L) drums and 5 gal (18.9 L) pails.

Shelf Life1 year in original, unopened container.

Specifications/CompliancesEUCON WR meets or exceeds the requirements of:• ASTM C 494, Type A and Type D• AASHTO M 194• ANSI/NSF STD 61 registered


Directions for Use

EUCON WR should be added to the sand or water, and it should not come in contact with dry cement or other admixtures until they are mixed with the concrete batch. EUCON WR is dispensed with automatic equipment, thus insuring uniformity of admixture use throughout a job.

The typical dosage rate for EUCON WR is 2-10 oz/100 lb (130-650 mL/100 kg). Dosage recommendations depend on the characteristics of the materials being used in the mix design. Under laboratory conditions, 8 oz/100 lb (520 ml/100 kg) of cement met ASTM C 494, Type D requirements.

EUCON WR is compatible with other admixtures, i.e. accelerators and air entraining agents; however, each admixture should be added to the mix separately. When using EUCON WR with an air entraining agent, the dosage rate of the air entraining agent should be reduced. EUCON WR may react with the air entraining agent increasing its air producing efficiency.

Precautions/Limitations• Care should be taken to maintain EUCON WR above freezing; however, freezing and subsequent thawing will not harm the material if thoroughly agitated.• Add to mix independent of other admixtures.• In all cases, consult the Material Safety Data Sheet before use.

PLASTOL 6200EXTExtended Workability High-Range Water-Reducing Admixture


Description

Plastol 6200EXT high-range water-reducing admixture is formulated using advanced polycarboxylate technology, specifically engineered for concrete to provide extended workability retention minimizing the need for jobsite slump adjustments while maintaining consistent air contents from batching to placing of concrete. In addition, Plastol 6200EXT maintains the typical benefits of polycarboxylate technology of high compressive strengths, flexural strength, and excellent setting characteristics. Plastol 6200EXT can be used to reduce the total cement content and used with supplementary cementitious materials. Plastol 6200EXT does not contain added chlorides or chemicals known to promote the corrosion of steel.

Features/Benefits

• Provides exceptional workability• Consistent control of air content• Higher early and ultimate strengths• Reduces or eliminates job-site addition of HRWR

• Lowers number of rejected concrete loads• Aids in concrete placement and reduces labor

cost

Revised: 7.09

PLA

STO

L 6200EXTE

xtended Workability H

igh-Range W

ater-Reducing A

dmixture

Master Form

at #: 03 3000

Primary Applications• Ready-mix concrete with maximum water

reduction requirements• Excellent workability retention without set retardation

• Self-Consolidating Concrete (SCC)• Low w/c concrete• High-performance concrete• Precast/pre-stressed concrete• Flatwork and mass concrete

Technical InformationTypical Engineering Data Plastol 6200EXT meets all ASTM C 494 requirements and was tested at 8 oz/cwt (522 ml/100 kg) giving 14-16% water reduction. The following mix design was used to evaluate slump retention.

Mix Design, lb/yd3 (kg/m3) Plastol 6200EXT @ 8 oz/cwt (522 ml/100 kg) Cement T-I/II 600 (356) Stone 1300 (771) Sand 1800 (1067) W/C 0.43

Results can differ based on mix design and materials used. Please consult your local sales representative for more information.


Precautions / Limitations

• Care should be taken to maintain Plastol 6200EXT above freezing; however, freezing and subsequent thawing will not harm the material if thoroughly agitated.• Do not agitate with air.• Add to concrete mix independent of other admixtures.• In all cases, consult the Material Safety Data Sheet before use.

Dosage Rates

Directions for Use

Plastol 6200EXT can be added to the initial batch water or directly on the freshly batched concrete and mixedfor approximately 5 minutes or 70 revolutions. However, better results have been observed batching directly on the freshly batched concrete. It should not come into contact with dry cement or other admixtures until mixed thoroughly with the concrete batch.

Standard Dosage: The recommended dosage rate for Plastol 6200EXT is 3-12 oz/100lbs (195 to 780 mL/100kg) of total cementitious materials.

Extended Slump Retention: Plastol 6200EXT has been specifically designed to provide extended workabilityfor applications where 60-90 minutes of retention is necessary. For these applications dose the Plastol 6200EXT at 5 to 12 fluid oz/100 lbs of cementitious (390 to 650 mL/kg).

For any concrete application including Self-Consolidating Concrete (SCC), the dosage of Plastol 6200EXT willvary depending on the mix design, local materials, and individual needs of the concrete producer. Trial mixesshould be run to verify plastic and hardened performance with local materials. If the material gradations arenot optimum for SCC, a viscosity modifier may be used to improve the quality of the mix. Please consult a localEuclid Chemical Sales Professional for trial mixtures and dosage recommendations.

Admixture Compatibility: Plastol 6200EXT is compatible with most admixtures including air-entraining agents,accelerators, most water-reducers, retarders, shrinkage reducers, corrosion inhibitors, viscosity modifiers, andmicrosilica; however, each material should be added to the concrete separately. Please contact a Euclid SalesProfessional for any compatibility issues.

Specifications/CompliancesPlastol 6200EXT admixture currently meets the requirements of ASTM C494/C494M and AASHTOM-194 as a Type A & F admixture.

PackagingPlastol 6200EXT is available in bulk, 275 gal (1041L) totes, 55 gal (208 L) drums, and 5 gal (18.9 L) pails.

Shelf Life6 months in original, unopened container. The shelf life of Plastol 6200EXT can be longer depending on how the product is stored. The product can last longer if it is re-circulated. Please consult a Euclid Sales Professional before using.

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