mksk 27 w. 7th street covington, ky 41011 addendum … hardscape... · project manual a. ... brm...

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MKSK

27 W. 7th

Street

Covington, KY 41011

April 18, 2013

ADDENDUM NO. 2

To the drawings and specifications for:

ALL BID PACKAGES

for the

CAMPUS HARDSCAPE IMPROVEMENTS 2013

for

MIAMI UNIVERSITY

Project #12-334

TO ALL BIDDERS OF RECORD:

This Addendum supplements and amends the original Drawings and Project Manual, dated April 1, 2013,

and shall be taken into account in preparing proposals, and shall become a part of the Contract

Documents.

This Addendum shall hereby be done and become part of the Contract Documents the same as if

originally bound thereto.

The following clarifications, amendments, additions, revisions, changes, and modifications change the

original Contract Documents only in the amount and to the extent hereinafter specified in this Addendum.

Acknowledge receipt of the Addendum on the Bid Form.

Bidders are responsible for becoming familiar with every item of the Addendum.

PROJECT MANUAL

A. All references to Bid Due date shall change from April 29, 2013, 2 p.m. to May 3, 2013, 2 p.m.

B. Add Alternate GC6 to Document 00 10 00 Solicitation (Standard Requirements) and Documents

00 41 13 – Bid Form.

1. Alternate GC6: The addition of Concrete Walk. See Sketch SK-L18

DRAWINGS

A. BISHOPS WOODS

1. SHEET C1.0 – Bishops Woods Grading Plan

a. Revise Detail A: Catch Basin Reconstruction Detail. See Sketch SK-C01

2. SHEET E1.0 – Site Electrical Plan

a. Revise Pole locations and quantities. See revised plan: E1.0 and Manufacture’s

Cut Sheet: Upham Post Fixture_aal_aln440_spec

B. UPHAM HALL

1. SHEET L2.0 – Pavement Restoration & Demolition Plan

2 of 2

a. Change Code Note 4 identifying work to be completed at stairs to Upham Hall

“Breezeway” to Code Note 5.

b. See Sketch SK-L19 for an “Alternative and Acceptable” means to the repair and /

or replacement of the mid-level limestone landing (Code Note 4). Intention to the

Alternative solution is to remove, clean and reduce the size of existing large slabs

into manageable sizes as per the sketch. New cut limestone may be required.

Special attention to seam alignment and aesthetics to original design is required.

c. Change Code Note 5 from: “…precast concrete riser and tread…” to “…new cut

Limestone riser and tread to match original pieces”. Change Detail 1 – Sheet

C2.1 from “Concrete Stone Step” to “Cut Limestone Step” as per sketch SK-L14

including steps identified on Sheet L2.0 located at North and South ends of plaza

area.

d. Revise Code Note 7 to read as “Remove existing Bluestone paver veneer from

walk where indicated. Replace damaged stones with new bluestone paving

stones as detailed in Specification Section 32 14 40 Stone Paving. Existing stone

may be salvaged, cleaned and re-used as desired. Contractor to note existing

Bluestone paver thickness varies. Bluestone pavers with a thickness of 1” to be

used in mortar setting bed applications (landings and breezeway). All pavers

thicker than 1 ½” to be reset in aggregate setting bed applications (walkways on

terrace), per Detail 1 – Sheet L2.0.”

e. Change Code Notes 10 & 11 from “See Civil Engineering Drawings” to “See

Sheet C2.0”.

f. Add Coded Note 18: “Circle in breezeway to be reconstructed to match the

original Existing design” as per sketch SK-L14.

C. YAGER STADIUM LAYOUT PLAN

1. SHEET L4.1

a. Revise concrete pad to new layout as per sketch SK-L15

b. Revise Code Note 5 to read as: Contractor to provide new 6” dia. Galv. End Post

to abut newly installed decorative metal end post. Pull existing fabric taut and

retie to post. See Sketch SK-L16 and SK-L17 for Add Alternate GC4 – Fencing,

Column & Ticket Gate.

D. CAMPUS AVENUE SIDEWALK REPLACEMENT PLAN

1. SHEET L5.0

a. Add General Note 8. "Contractor to obtain all necessary permits from the City of

Oxford Parking Office, Lisa Hurley, Parking Clerk, Oxford Municipal Building first

floor, for work that requires use of, or blocking of, any parking space along

Campus Avenue."

E. SERVICE DRIVES

1. SHEET L6.0

a. Add Code Note 13 as per Revised Enlargement D, Sketch SK-L18. (Alternate

GC6)

b. Scheduling Note: All work as noted on Sketch SK-L18 to be constructed between

July 1 and August 16, 2013.

3 of 2

ATTACHMENTS

A. Bishop Woods: Sketch SK-C01 Catch Basin Reconstruction Detail

B. Bishop Woods: Site Electrical Plan - E1.0 (Rev. Date: 04-19-2013)

C. Bishop Woods / Upham Hall: Light Fixture Specification Sheet - Upham Post

Fixture_aal_aln440_spec

D. Upham Hall: Sketch SK-L14

E. Yager Stadium: Sketch SK-L15

F. Yager Stadium: Sketch SK-L16

G. Yager Stadium: Sketch SK-L17 Add Alternate GC4 – Fencing, Column & Ticket Gate

H. Service Drives: Sketch SK-L18 Add Alternate GC6 – Proposed Walkway Addition

I. Upham Hall: Sketch Plan: Sketch SK-L19 Limestone Landing (Alternative Acceptable Condition)

J. Pre-bid Meeting Minutes from April 16, 2013 meeting.

END OF ADDENDUM NO. 2

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4/19/2013

C1.0

SK

-C01

Scale: N

TSCATCH

BASIN RECO

NSTRU

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DETAIL

| 1 |

ALN440 – Towne Commons®

ARCHITECTURAL AREA LIGHTING16555 East Gale Ave. | City of Industry | CA 91745P 626.968.5666 | F 626.369.2695 | www.aal.net Copyright © 2012 | REV 6.12

TYPE

• Hingedtopforeasyrelamping

• Unitizedone-piecelenswithaone-piecememoryretentivesiliconegasketprovidesasealedfixtureaswellaseasylensreplacement

• Tool-lessaccesstotheballastmoduleandquickdisconnectsforeasyservicing

• Fourdistributionpatterns

• Powdercoatfinishin13standardcolorswithapolymerprimersealer

1. LuminairE 2. LamP/BaLLasT 3. CoLor 4. oPTions 5. mounTing

1. LumiNAirearm or PosT ToP mounT Clear acrylic lens, coated lamp ALN 440C Clear lens, glass refractor ALN440-GR3 (Type 3) ALN440-GR5(Type 5) Clear lens, horizontal cutoff reflector ALN440-H2(Type 2) ALN440-H3(Type 3) ALN440-H4(Type 4) ALN440-H5(Type 5)ToP mounTEd arm or PEndanT mounT Clear acrylic lens, coated lamp ALN 440CD Clear lens, glass refractor ALN440D-GR3 (Type 3) ALN440D-GR5(Type 5) Clear lens, horizontal cutoff reflector ALN440D-H2(Type 2) ALN440D-H3 (Type 3) ALN440D-H4 (Type 4) ALN440D-H5 (Type 5)

2. LAmp/bALLAsTComPaCT fLuorEsCEnT (120 thru 277 volt) GE F57QBX lamp. Reflector models only PL57 GE F70QBX lamp. Reflector models only PL70

mETaL HaLidE (120/208/240/277) Medium base, ED-17 lamp 50MH 70MH 100MH G12 base, T-6 ceramic lamp 70MHT6

ELECTroniC mETaL HaLidE (120 thru 277 volt) Medium base, ED-17 lamp 50MHEB 70MHEB 150MHEB G12 base, T-6 ceramic lamp 70MHT6EB 150MHT6EB

PuLsE sTarT mETaL HaLidE (120/208/240/277 volt ballast) Medium base, ED-17 lamp 150PSMH G12 base, T-6 ceramic lamp 150PSMHT6

HigH PrEssurE sodium (120/208/240/277 volt ballast) Medium base, ED-17 lamp 50HPS 70HPS 100HPS 150HPS

All ballasts are factory wired for 277 volts, unless specified. Lamps not included.

3. COLOr AWT (Arctic White) BLK (Black) MTB (Matte Black) DGN (Dark Green) DBZ (Dark Bronze) WRZ (Wheathered Bronse) BRM (Metallic Bronze) VBL (Verde Blue)

CRT (Corten) MAL (Matte Aluminum) MDG (Medium Grey) ATG (Antique Green) LGY (Light Grey) RAL/PREMIUM COLOR (Provide RAL) CUSTOM COLOR (Provide color chip for matching)

speCifiCATiONs

Housing ThefixtureshallbecastA356alloyaluminum,freeofanyporosityorcosmeticfillers.Castingsshallbeofuniformwallthickness,minimum.188"withnowarpingormoldshifting.

Thetopshallhingeopenbylooseningtwocaptivefasteners.Thetopshallsealthelampcompartmentwithafullsurroundsiliconegasket.Thelensshallbeone-piececlearopticalgradeacrylicwithaone-piecememoryretentivesiliconegasketontopandbottom.Theballastassemblyshallbeaccessiblebyturningtwospringloadinglatches,toliftouttheballastmodule.Quickdisconnectsshallbeusedforallelectricalconnections.Allinternalandexternalhardwareshallbestainlesssteel.

oPTiCaL moduLE REFLECTORS:Theopticalassemblyshallbecompletelysealedwithaone-piecememoryretentivesiliconegaskettopreventdust,insect,ormoisturecontamination.Thereflectormoduleshallconsistofsegmented,specularandsemispecularAlzak®panelspreciselyformedandpositionedwithinthehousingonacarrierplate.ReflectormodelsshallbeIESratedasacutoffluminaire.

REFRACTORS:TheGR3andGR5shallbeprecisionmoldedborosilicateglassrefractorswithaType3orType5distribution.Therefractorsshallbemountedtoagasketedaluminumholderwithan internal pressure plate

ALN440-H3-CHM

4. OpTiONs CHM (Glass chimney with polished brass holder. Reflector

models only) CND (3-lamp candelabra with polished brass holder, lamps

included. For decorative use only. Reflector models only) LDL (Lightly diffused lens for fixtures with a refractor or reflector) HSS-L(House side shield for use with glass refractors or clear

lens only, consists of three field installed panels attached to the inside of the lens. Installing three panels blocks 180° of the lens. Not available with PL ballast options)

HSS-R(House side shield for use with horizontal reflectors. Factory installed)

QL (Socket for T-4 mini-cand lamp, field wired to a separate circuit. QL lamp wattage not to exceed primary lamp wattage. Reflector models only)

QRS (Restrike controller and T-4 socket for quartz lamp. Configured to light following resumption of power until HID reaches full brightness. Lamp wattage not to exceed ballast wattage.)

MAT (Mast arm adapter slips over a 2 3/8"/60mm O.D. pipe and is secured with 4 stainless steel set screws. For ALN440D only)

PMS (Pendant mount with 48"/1220mm stem and canopy with swivel. For ALN440D only)

PMC (Pendant kit includes canopy and 48"/1220mm of brass chain. For ALN440D only)

PT5 (Post top adaptor for a 5"/127mm O.D. pole) 347 (120/277/347 volt for HID ballasts)

5. mOuNTiNGWaLL mounT

WMA1M WMA1L WMA2M WMA2L WMA3 WMA35U WMA36U WMA7 WMA38 WMA39 WMA4 WMA55 WMA56 WMA57 WMA6 WMA7

WMA8 WMA9D WMA9U WMA10 WMA11 WMA12 WMA16 WMA17 WMA18 WMA22D WMA22U

PoLE mounT TRA1M TRA1L TRA2M TRA2L TRA3 TRA4 TRA5U TRA6U TRA55 TRA56 TRA57 TRA7 TRA7-2 TRA8 TRA8-2 TRA9 TRA9-2 SLA1 SLA1-2 SLA3 SLA4 SLA4-2 SLA7 SLA7-2 SLA7(5) SLA7(5)-2 SLA8U SLA8D SLA9 SLA9-2 SLA10 SLA16 SLA16-2 SLA17 SLA17-2 SLA18 SLA18-2 SLA22D SLA22U

PEndanT PM1 PM2 PM3

See next page

JoB

TYPE

noTEs

Visit www.aal.net for Arms, Poles & Accessories Specification Guide

distributed

| 2 |

ALN440 – Towne Commons®

ARCHITECTURAL AREA LIGHTING16555 East Gale Ave. | City of Industry | CA 91745P 626.968.5666 | F 626.369.2695 | www.aal.net Copyright © 2012 | REV 6.12

TYPE

ELECTriCaL Ballastsshallbehighpowerfactorratedfor-30°Cstarting.Theballastshallbemountedtoacastholderformaximumheatdissipation.Mediumbase,porcelainsocketsshallbepulserated.Thecompactfluorescentshallhaveanelectronictransformer,120thru277volt.Highoutputfluorescentlampsshallbepoweredbyanelectronicballastandshallberatedforaminimumstartingtemperatureof-10°C.Theelectricalassemblyshallbeinstalledandprewiredinthefixture.

rELamPing Thetopofthefixtureshallhingeopenforrelampingbyloosening two stainless steel fasteners.

mounTing Posttopmounting:Thefixtureshallslipovera4"/100mmO.D.poleortenonandbesecuredtothepolewiththree(orsix)stainlesssteelsetscrews.

Armorwallmounting:Thefixtureshallbeattachedtothecastarmwiththreestainlesssteelboltsandasiliconegasket.

finisH Fixturefinishshallconsistofafivestagepretreatmentregimenwithapolymerprimersealer,ovendryoffandtopcoatedwithathermosetsuperTGICpolyesterpowdercoatfinish.ThefinishshallmeettheAAMA2604-02performancespecificationwhichincludespassinga3000hoursaltspraytestforcorrosionresistance.

CErTifiCaTion FixturesshallbelistedwithETLforoutdoor,wetlocationuse,conformingtotheUL1598andCanadianCSA22.2no. 250 standard.

WarranTY Fixtureiswarrantedforthreeyears.Ballastcomponentscarrytheballastmanufacturer’slimitedwarranty.Anyunauthorizedreturn,repair,replacementormodificationoftheProduct(s)shallvoidthiswarranty.ThiswarrantyappliesonlytotheuseoftheProduct(s)asintendedbyAALanddoesnotcoveranymisapplicationormisuseofsaidProduct(s).ContactAALforcompletewarrantylanguage,exceptions,andlimitations.

AAL reserves the right to change product specifications without notice.

ALN440 H3 100mH WATTAGE: 129 LUMEN OUTPUT: 5734 EFFICACY: 72.1

20' mounting height

uplight 3.2%Downlight 96.8%

B2 u3 g2 FORWARD LIGHT LUMEN FL 30o 2.2% 204 FM 60o 18.6% 1732 FH 80o 18.9% 1755 FVH 90o 0.5% 49 BACK LIGHT BL 30o 1.9% 179 BM 60o 10.6% 984 BH 80o 5.9% 549

BVH 90o 0.9% 88 UPLIGHT UL 100o 0.7% 61 UH 180o 1.3% 122

ALN440 H5 100mH WATTAGE: 129 LUMEN OUTPUT: 5780 EFFICACY: 72.1

20' mounting height

uplight 4.1%Downlight 95.9%

B3 u3 g1 FORWARD LIGHT LUMEN FL 30o 2.4% 225 FM 60o 14.5% 1351 FH 80o 11.2% 1043 FVH 90o 0.8% 73 BACK LIGHT BL 30o 2.3% 217

BM 60o 15.1% 1406 BH 80o 12.2% 1130 BVH 90o 0.9% 85 UPLIGHT UL 100o 0.8% 70 UH 180o 1.8% 169

IES files can be found at www.aal.net

DimeNsiONs

POST TOP Thestandardcastfitterslipsovera4"/100mmO.D.pole. WT:42lbsEPA:2.16

ARM MOUNT18"/460mmDIAx28"/710mmWT:40lbsEPA:2.16

ALN 440

ALN 440D

18"/460mm

32" 815mm

18"/460mm

28" 710mm

Photometric ReportWednesday, July 11, 2012CATALOG NUMBER: ALN 440-H3 100MH

FILENAME: ALN 440-H3 100MH.IES

IESNA:LM-63-2002[TEST] LRL 599-2B[TESTLAB] LRL[MANUFAC] ARCHITECTURAL AREA LIGHTING[LUMCAT] ALN 440-H3 100MH[LUMINAIRE] HEXAGONAL CAST ALUMINUM HOUSING,[MORE] SEGMENTED, SEMI-SPECULAR/HAMMERTONE[MORE] ALZAK REFLECTOR. TOP OF FIXTURE[MORE] HINGES FOR RELAMPING. CORROSION[MORE] RESISTANT POLYESTER POWDER COAT FINISH.[MORE] HORIZONTAL LAMP. TYPE III REFLECTOR.[LAMPCAT] MH100/U/M[LAMP] ONE 100 WATT MEDIUM BASE E-17 CLEAR METAL HALIDE

SUMMARY DATA

% 7.16 :)latoT( YCNEICIFFEEFFICIENCY (Down / Up): 59.7 % / 2.0 %EFFICIENCY (Street / House): 41.2 % / 20.4 %ROADWAY CLASSIFICATION: TYPE III, SHORTCUTOFF CLASSIFICATION: SEMICUTOFF

0039 :PMAL/SNEMUL 1 :SPMAL FO .ON

LUMINOUS OPENING: CIRCULARDiameter: 1.50 (Feet)

921 :STTAW TUPNI

ISO-ILLUMINANCE DIAGRAM (fc)

0.010.02

0.05

0.1

0.20.5

1.

Mounting Height = 20 Feet. Each box represents one mounting height.

Mounting Height Multiplier ----------- -------------- 10 4.000 15 1.778 20 1.000 25 0.640 30 0.444 35 0.327 40 0.250 45 0.198 50 0.160

+ = Point of max candela

Reported data calculated from manufacturer's data file, based on IESNA recommended methods.

Photometric Viewer v3.4



IESNA:LM-63-2002[TEST] LRL 599-2B[TESTLAB] LRL[MANUFAC] ARCHITECTURAL AREA LIGHTING[LUMCAT] ALN 440-H3 100MH[LUMINAIRE] HEXAGONAL CAST ALUMINUM HOUSING,[MORE] SEGMENTED, SEMI-SPECULAR/HAMMERTONE[MORE] ALZAK REFLECTOR. TOP OF FIXTURE[MORE] HINGES FOR RELAMPING. CORROSION[MORE] RESISTANT POLYESTER POWDER COAT FINISH.[MORE] HORIZONTAL LAMP. TYPE III REFLECTOR.[LAMPCAT] MH100/U/M[LAMP] ONE 100 WATT MEDIUM BASE E-17 CLEAR METAL HALIDE

SUMMARY DATA

% 7.16 :)latoT( YCNEICIFFEEFFICIENCY (Down / Up): 59.7 % / 2.0 %EFFICIENCY (Street / House): 41.2 % / 20.4 %ROADWAY CLASSIFICATION: TYPE III, SHORTCUTOFF CLASSIFICATION: SEMICUTOFF



921 :STTAW TUPNI


0.010.02

0.05

0.1

0.20.5

1.








IESNA:LM-63-2002[TEST] LRL 599-2D[TESTLAB] LRL[MANUFAC] ARCHITECTURAL AREA LIGHTING[LUMCAT] ALN 440-H5 100MH[LUMINAIRE] HEXAGONAL CAST ALUMINUM HOUSING,[MORE] SEGMENTED, SEMI-SPECULAR/HAMMERTONE[MORE] ALZAK REFLECTOR. TOP OF FIXTURE[MORE] HINGES FOR RELAMPING. CORROSION[MORE] RESISTANT POLYESTER POWDER COAT FINISH.[MORE] HORIZONTAL LAMP. TYPE V REFLECTOR.[LAMPCAT] MH100/U/M[LAMP] ONE 100 WATT MEDIUM BASE E-17 CLEAR METAL HALIDE

SUMMARY DATA

% 2.26 :)latoT( YCNEICIFFEEFFICIENCY (Down / Up): 59.6 % / 2.6 %EFFICIENCY (Street / House): 30.3 % / 31.9 %ROADWAY CLASSIFICATION: TYPE III, SHORTCUTOFF CLASSIFICATION: CUTOFF



921 :STTAW TUPNI


0.010.02

0.05

0.1

0.2

0.5

1.








IESNA:LM-63-2002[TEST] LRL 599-2D[TESTLAB] LRL[MANUFAC] ARCHITECTURAL AREA LIGHTING[LUMCAT] ALN 440-H5 100MH[LUMINAIRE] HEXAGONAL CAST ALUMINUM HOUSING,[MORE] SEGMENTED, SEMI-SPECULAR/HAMMERTONE[MORE] ALZAK REFLECTOR. TOP OF FIXTURE[MORE] HINGES FOR RELAMPING. CORROSION[MORE] RESISTANT POLYESTER POWDER COAT FINISH.[MORE] HORIZONTAL LAMP. TYPE V REFLECTOR.[LAMPCAT] MH100/U/M[LAMP] ONE 100 WATT MEDIUM BASE E-17 CLEAR METAL HALIDE

SUMMARY DATA

% 2.26 :)latoT( YCNEICIFFEEFFICIENCY (Down / Up): 59.6 % / 2.6 %EFFICIENCY (Street / House): 30.3 % / 31.9 %ROADWAY CLASSIFICATION: TYPE III, SHORTCUTOFF CLASSIFICATION: CUTOFF



921 :STTAW TUPNI


0.010.02

0.05

0.1

0.2

0.5

1.






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MEETING MINUTES MKSK STUDIOS COVINGTON

27 West 7th Street

Covington, KY 41011

pg. 1

MEETING ID: Pre-Bid Meeting Project No: Date: April 15, 2013 Time: 10 a.m. Notes Prepared By: Don Jewett - MKSK

ATTENDING:

REPORT: These minutes represent the author’s understanding and interpretation of issues discussed and decisions reached. Errors, omissions or disagreements with the information contained herein, should be addressed to the attention of the writer, within two days of the date received.

1. Pre-Bid Meeting was opened by Terrance Ponder – MU Contract Administrator. Terry introduced MU project Manager – Vinny Cirrito and the A&E Team

2. Everyone was encouraged to register through the MU website for latest addendums, access to plans and specifications. www.pfd.muohio.edu/fco/ - FCO Main – Campus Hardscape Improvements 2013

3. All questions regarding the drawings and specifications to be directed to Clete Benken – MKSK at: [email protected], cc all correspondence to: Vincent Cirrito – MU at: [email protected]

4. All addendums to be issued through MU Contract Administrator’s office: Terrance Ponder.

5. Bid specifics for project:

a. Project Duration: Approx. 90 days after notice to proceed and prior to the start of Fall classes.

b. Budget: $2,050,000 w/ several Alternates. MU noted the award of project will also consider cost of Alternates which may be selected in any combination as determined by MU.

c. Ohio Rev. Code 153 (“Buy American” Provisions) applies to this project.

d. 5% EDGE Compliant is preferred but not a requirement. As per Section 6.1.11 of the Instructions to Bidders, an EDGE Affidavit sheet for each EDGE-Certified Business Enterprise is required as part of the bidding process.

e. Prevailing Wage Rates & EEO requirements are applicable to this Project. Changes to Prevailing Wages during the contract period will not be accepted as a Change Order.

f. Any or all Bids, including Alternates, in whole or in part, and in any order may be accepted or rejected by the University’s Contracting Authority.

g. Sealed Bids to be received by 2 pm on April 29, 2013 at MU Contract Administrators office. (NOTE: Since the Pre Bid Meeting on April 15, the Bid Opening deadline has been extended to May 3, 2013, 2 pm.)

h. Unit prices are required as part of the bidding process. Unit Prices will be used to inform the value and acceptability of Change Orders but will not be used to determine low bid.

i. Project Number – project does not have a number. Designated space on Bid Security Form to remain blank or bidders may enter “N/A”.

j. Bid Guarantee of 10% including base bid and all Alternates is required with Bid.

Terrance Ponder – MU Procurement Officer Bill Wright – KZF Contract Administrator Vincent Cirrito – MU Project Manager John Wiley – KZF Lead Civil Engineer Clete Benken – MKSK Principal In Charge See attached sheet for list of Contractors present Don Jewett – MKSK Lead Contract Administrator

MIAMI UNIVERSITY CAMPUS HARDSCAPE IMPROVEMENTS

http://www.pfd.muohio.edu/fco/

mailto:[email protected]

mailto:[email protected]

MEETING MINUTES MKSK STUDIOS COVINGTON

27 West 7th Street

Covington, KY 41011

pg. 2

6. Project Site Review: Clete Benken, MKSK

a. General Comments: i. Contractors advised to read Summary of Work and General Conditions very carefully. Prime

Contractors must have prior relevant experience performing paving and resurfacing projects under demanding scope and schedule requirements.

ii. All work is expected to be of “highest” quality requiring experienced sub-contractors with established records of performance on similar projects. Experience and references will be checked.

iii. The Bishop Woods project is designed to create a more pedestrian oriented, quality landscaped environment. The finished quality of all paving work is paramount. The alignment of joints and the tooling and finish of the concrete work must meet University standards.

b. Bishop Woods (BW) i. Addendum for Electrical/Lighting will be issued for BW area. ii. Wood line is off limits to equipment and storing of materials. iii. Due to new field information an Addendum on drain inlets will be issued. iv. Armstrong Student Center Work, Deliveries and Various “other” projects ongoing at same time.

Coordination of access to areas will be required with other contractors. Sequencing of work in and around Bishop Woods circle required .

c. Upham Hall (UH) i. The project involves the renovation and replacement of Pennsylvania Quartzite / AKA ” Blue

Stone” on sand and mortared-down on slabs. Contractors to match designated University Standard as exemplified by finish quality of recent work near Upham Hall and the Sundial Plaza.

ii. Circle inlay at breezeway to be reconstructed to match the original “Existing” design. iii. No heavy equipment to be used in breezeway to UH. Steam tunnel is located at west entrance

to tunnel and not capable of HD equipment. iv. 3-Day “No Work” period must be adhered to during commencement in Mid-June. Actual dates

to be announced by University. v. Site Walk – Hand rails to be removed, repaired, refinished and replaced. Refurbished hand

rails are not to be modified . vi. Site WalkContractors advised to research and confirm procurement schedule for brick and

brick caps. Time is of Essence if reproduction is required. vii. Site Walk – Limestone medallions in cheek walls to be salvaged, protected and then re-

installed. viii. Site Walk - Large limestone slabs may be replaced with smaller pieces. Addendum to be

issued as to alternative / acceptable method.

d. Yager Staduim (YS) i. Various “other” projects ongoing at same time. Coordination of access to areas will be

required with other contractors. ii. Alternate for Brick Columns to be same as existing columns located at the Main Entrance

(South) to Stadium.

e. King Library (KL) i. Site Walk – Contractors must keep one door active at all times.

7. Questions by Contractors:

a. Is the City coordinating to secure permits for Roadway work with Oxford? Answer: Yes,

8. Site Walk

a. Note: Comments/Questions to site walk with contractors have been included in above and noted as Site Walk.