Addendum No 1 - Randolph Park Pool_Final.pdf

Addendum No. 1 Project No. 60730666 Page 1 of 6 ca_spcf04rnk (rev. 04/17)

AECOM

Addendum Form

Addendum No.1, 6 pages

Drawings, 1 Sheet

Specifications, 6 Sections

AECOM

10 S Jefferson St., Suite 1600

Roanoke, VA 24011

Project: Randolph Park Pool

Support Building

5100 Alexander Road

Dublin, VA 24084

Bid Date: August 2, 2024, until 2:00 p.m. by clock on the wall

Addendum Date: 26 July 2024

Project No. 60730666

The following information shall modify the contract documents, and the work shall be accomplished in accordance with such stated modifications. It is suggested that this addendum be stapled to the back of the front cover of the project manual.

GENERAL

Pre-bid Questions and Responses follow:

1. Question: The following spec sections are contained in both the project manual and on Sheets

AE900 & AE901; 061000, 061600. Which version of the spec are we to follow?

Response: Follow 061000, 061600.

2. Question: Please clarify what is wanted for fire extinguishers. Sheet GI100 shows two (2) fire extinguishers. Note 21.01 on Sheet AE101 calls for bracket mounted FE, but the symbol shown on the floorplan is for a semi-recessed cabinet per symbol legend on Sheet A-001. Please clarify and also provide appropriate spec(s).

Response: Fire extinguishers are to be bracket mounted per the note 21.01 on AE101. See

AE002 for mounting height. Install per manufacturer’s instructions. See revised Sheet GI100 for location and number of fire extinguishers to be provided. Also see revised Sheet GI100 for spec(s).

3. Question: Note 15 on Sheet C-001 states that earthwork is unclassified. Please verify/confirm that the site is unclassified to subgrade.

Response: The earthwork is unclassified throughout.

4. Question: On Sheet C-001, Note 17 calls for suitable backfill to replace unsuitable materials, whereas Note 24 calls for structural fill. Which is correct?

Response: Structural fill is only required under the bounds of the footings and slab-on-grade.

Project No. 60730666 Page 2 of 6 ca_spcf04rnk (rev. 04/17)

5. Question: Per Note 7 on C-102, the exact tie-in point for the sanitary is unknown. The civil designer needs to provide this information, or limit contractor responsibility to the sanitary work

SHOWN on the drawings. Or the designer should provide an allowance for contractors to carry to cover additional/TBD utility work.

Response: We believe the contractor will be able to connect to the existing sanitary with the pipe lengths shown. The exact location of the existing pipe will need to be determined by the potholes by the contractor as noted in Note #7 on sheet C-102.

6. Question: Please advise subbase stone thickness under slab on grade.

Response: Thickness is 4 inches per Detail 9/S-502.

7. Question: Please clarify dimensions of Window Type D on AE602. The window schedule does not match the dimensions shown on window types.

Response: Window Type D: Width 1’-7 1/2”, Height 3’-0”, 2-8” is to the bottom of the window tray.

8. Question: Please verify that a precast concrete sill is wanted at Window Type D, as shown on

S3/AE603. The building elevation does not show a sill for this window type.

Response: Precast concrete sill is required at the Window Type D per detail S3/AE603

9. Question: Will cast stone material be permissible for 034500 Precast Architectural Concrete?

Response: Provide per contract documents.

10. Question: Spec 061600 on Sheet AE900 calls for PT roof sheathing. Is that correct?

Response: No. Refer to Project Manual for specification section 061600.

11. Question: Spec 061600 on Sheet AE900 calls for glueing wall sheathing to framing members.

Will this be required where gable ends get sheathed?

Response: No. Refer to Project Manual for specification section 061600.

12. Question: Please provide a spec for the fluid-applied air barrier. Also, please confirm this to be applied the outer face of the rigid insulation and not directly to the CMU wall (between CMU and rigid insulation)?

Response: Provide Tremco ExoAir 120 or Henry Air-Block 16MR or Equal. Apply the fluid-applied air-barrier between rigid insulation and CMU – directly apply to exterior face of the CMU.

13. Question: What alternate ceiling insulation can be substituted for mineral wool blanket? Mineral wool has been unobtainable for a while now.

Response: No substitution, provide as indicated.

14. Question: The civil drawings show existing fence to be relocated and also adding additional new fencing to match. Please advise details of the fence type, i.e. type, height, etc.

Response: The contractor shall match the existing fence materials and methods. It is a green eight-feet high galvanized chain-link fence.

15. Question: We have concerns of the aesthetics of the fiber cement siding, given the substrate/furring it is to be fastened to. The 1x3 wood furring will compress the rigid and it will be difficult to make the fiber cement look uniform across the areas it is applied. Please advise if there is an alternate securement method/design.

Response: Install per manufacturer’s instructions.

16. Question: At the Prebid, the Owner advised that all permit fees will be waived for the project, but that the contractor will apply for and obtain the building permit. Please confirm.

Response: Confirmed.

Project No. 60730666 Page 3 of 6 ca_spcf04rnk (rev. 04/17)

17. Question: Please advise what the construction budget is.

Response: This is not part of the Bid Documents and will not be provided.

18. Question: Please confirm that 10% bid bond is required; and not the industry standard 5%?

Also, which bid bond form do you want; AIA A310?

Response: 10% bid bond is correct; the bid form is included in specification section 004113.

19. Question: At the Prebid on 7/17, the Owner stated that the deadline for RFI’s was 7/22 close of business. Please confirm.

Response: Confirmed, Prebid RFI deadline was 7/22/2024.

20. Question: Based on language in Spec 003143, can we assume that AECOM has not yet submitted the bid documents to the locality for permit review?

Response: Correct, the Contractor will be responsible for submitting documents for permit.

21. Question: Regarding the bid form, Item 2 requests listing of any included Addenda. There is blank for $ costs, which doesn’t make sense. We typically acknowledge Addenda issued and those subsequent costs are a part of our base bid. Please revise bid form.

Response: The blank for Addendum cost will be removed.

22. Question: Regarding the bid form, Section 1.4A calls for 10% bid bond, and offers a line item for costs. There is no associated cost for the bid bond itself. Costs aren’t incurred/realized until a project is awarded, and bonds are secured. Please revise bid form.

Response: The form is correct; the line item is for the bid bond amount in dollars.

23. Question: Regarding the bid form, Section 1.5A states “fully complete the Work within 240 calendar days.” Please confirm if the 240 calendar days is substantial completion or final completion? Also, the Owner stated at the Prebid that the project must be complete by Memorial Day 2025, which isn’t shown anywhere in the documents. Please advise which is correct.

Response: 240 calendar days from NTP is for full project completion.

24. Question: Regarding the bid form, pending responses above, the bid should be revised to match typical bid form formatting.

Response: Noted.

25. Question: At the Prebid on 7/17, it was confirmed by the Owner that the project will be awarded on lump sum price. With it being a public hard bid procurement method, it is unnecessary and inappropriate to request a bid breakdown “to facilitate continued evaluation of bid” per spec 004373. Further, in a hard bid scenario, it is impossible for general contractors to provide a bid breakdown at bid time, due to the last-minute nature of hard bidding. We don’t receive many of our numbers from subcontractors until minutes before the bid deadline. Lastly, there is no provided breakdown form where the Owner/Architect could potentially review apples-to-apples comparisons between received bids. We request that spec 004373 is eliminated from the project.

Response: Specification section 004373 will be revised to remove the requirement for the schedule of values at Bid date, but the schedule of values may be required prior to Bid Award if requested by the Owner.

Project No. 60730666 Page 4 of 6 ca_spcf04rnk (rev. 04/17)

26. Question: There are a couple of vague mentions in the bid documents not using certain areas for parking or staging/storage. We are requesting a specific outline of what area(s) we will have to work with as far as parking and staging/storage.

Response: Primary parking/lay down area will be the parking lot in front of pool area. There are 3 lots. The one closest to the tennis courts must remain open to the public. The other 2, north of that one, can be used by Contractor.

Secondary parking/lay down area will be located in parking area north of pool. There are 3 large lots. The 2 closest to the shelter/restrooms/playground, must remain open to the public.

Approximately 1/2 of the 3rd lot can be used by the Contractor. The western half must remain open to public with eastern half open to Contractor.

27. Question: Section 1.4C of 011000 states we are maintain pump building affected by construction and maintain a weathertight condition. Please advise specifically where this is how it relates to our scope of work, as we do not see anything shown on the drawings.

Response: This statement is to cover any modifications or damage that may be required to the existing pump house or pool area, although no changes or work are anticipated in these areas.

28. Question: Section 3.3A 015000 states the contractor is allowed to use existing specific toilets.

Please confirm location of these toilets. Who will be responsible for cleaning, supplies, etc.?

Response: Contractors will need to provide and maintain their own toilet facilities.

29. Question: Section 1.2A2a & 1.3B of 017839 calls for CAD as-builts. Typically, we provide marked-up PDF as-builts that the AOR then uses to update CAD record drawings. We have similarly agreed to this with AECOM on other past & current projects, please confirm that PDF as-builts will be acceptable?

Response: Section will be revised to only require marked-up plans or electronic PDF.

30. Question: Details 4 & 5 on Sheet AE701 and Detail 1 on Sheet AE702 all call for solid surface tops, but then mention plastic laminate finish. Please confirm countertop material.

Response: Countertop material to be solid surface.

31. Question: Spec 102113 on Sheet AE901 calls for floor anchored, overhead braced toilet partitions. Elevations 5&7 on Sheet AE402 depicts ceiling hung/braced toilet partitions. Which is correct?

Response: Elevations are correct, Toilet partitions to be ceiling hung. Accessible stall door to have bracing above.

32. Question: Please confirm material type of column covers. Spec 055813 on AE900 mentions aluminum with baked enamel or powder coat finish. Elevations on AE201 and Detail 6 on AE501 both indicate fiberglass, which is typically what we see.

Response: Provide per detail 6/AE501.

33. Question: Note 7.16 (rigid insulation) is located on Details 2&3 on Sheet AE303, both pointing at the soffit/overhang areas of the roof. This doesn’t appear to be the correct note, please advise.

Response: Note 7.16 does not apply to the soffit overhang area.

34. Question: Please confirm the desired material for the soffits. Is it fiber cement? Any venting? A couple details only note this as ‘soffit paneling’. Also, are the limits of soffit overhang shown without hatching/markings on Sheet AE151; i.e. the non-GWB ceiling areas?

Response: Provide vented fiber cement panel soffits. Yes, areas shown without the hatch markings.

Project No. 60730666 Page 5 of 6 ca_spcf04rnk (rev. 04/17)

35. Question: What material goes between the gutters and base fascia and also at rakes; fiber cement paneling, brake metal, etc.? Detail 2 on AE503 does not identify.

Response: Break metal, to match standing seam roof material and color.

36. Question: Please confirm we are to use metal studs for framing of the interior drop GWB ceilings, similar to the exterior drop GWB ceilings similar to Note 6.11 on Detail 2 of Sheet

AE303?

Response: Use suspended metal carrier channels and metal furring channels for framing of the interior GWB ceiling.

37. Question: What is assumed (not noted on RCP) to be a fiberglass beam wrap (approximately 11ft long – running plan east/west) shown on AE151 at the plan west exterior overhang area, however the structural does not have a structural parallam beam in this location. Please advise.

Response: No fiberglass beam wrap planned at the location in question. Provide continuous GWB ceiling at 9’-6” as noted on AE151.

38. Question: What is carrying the roof load across the following overhang openings: E109B, E114, E117 and Reheat 118? The structural drawings do not show any W beams and plates spanning these openings like they do for E109A & E111.

Response: Masonry lintels, as scheduled in Detail 3/S-502, are to be provided above wall openings where steel beams are not indicated.

39. Question: Regarding below slab rigid insulation, there is a discrepancy on Sheet AE303. Details

2&3 show 1.5” rigid on the vertical inner face of the below grade CMU stem wall. Detail 1 shows this, plus the rigid turning 90 degrees between the stone and slab on grade. Please advise which is correct. If it does in fact turn in between the stone and slab, how far does it go, 2 feet?

Response: Turn rigid insulation 90 degrees between stone and slab per detail 1/AE303. Extend to 2’-0”.

40. Question: Note 7.18 on 1/AE303 calls for vapor barrier between the below grade CMU stem wall and the rigid perimeter insulation. Is this correct?

Response: Note 7.18 does not apply at below grade CMU stem wall. However, Note 7.18 does apply below slab between slab and rigid insulation as shown in detail 2/AE303.

41. Question: Detail 1/AE303 shows a blowup detail at the sill area labeled 2/AE603. Detail

2/AE603 does not exist. Is the correct reference sill detail S1 on AE603?

Response: Yes, correct reference is S1/AE603.

DRAWINGS

Sheet GI-100, Life Safety Plan:

Revised Life Safety Legend. Quantity and location of fire extinguishers revised.

SPECIFICATIONS

Section 000000, Table of Contents Added Section 006000 and 06000A

Section 004113, Bid Form – Stipulated Sum (Single-Prime Contract) Addendum dollar amount removed.

Section 004373, Proposed Schedule of Values Form Paragraph 1.1 A revised.

Project No. 60730666 Page 6 of 6 ca_spcf04rnk (rev. 04/17)

Section 006000, Project Forms Added to provide additional information from the owner.

Section 006000A, Pulaski County Forms Added to provide additional information from the owner.

Section 017839 Project Record Documents Record drawings submittal requirement revised.

End of Addendum

USE - VCC

ASSEMBLY WITHOUT FIXED SEATS: UNCONCENTRATED

ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM

BUSINESS AREAS

LOCKER ROOMS

BUILDING DIAGONAL = 104'-2 3/4"

E-1

E-3

E-4

E-5

E-6

E-11

E-12*

E-9

E-10*

E-2*

E-8*

E-7*

EXIT SEPARATION DISTANCE = 65'-8 3/4"

CPT

TDE

TDE

STOR

TICKETS

OFFICE

ELEC

LOBBY

FIRST AID

LIFEGUARD

REHEAT

VEND

WOMEN

MEN

ENTRY

TLT

TLT

TLT

TLT

JAN

CLO

CLO

MECH

FE

FE

FE

LIFE SAFETY LEGEND

DESCRIPTION SYMBOL

COMMON PATH OF TRAVEL

TRAVEL DISTANCE TO EXIT

DEAD END CORRIDOR DEC

TDE

CPT

FIRE EXTINGUISHER, DRY

CHEMICAL (ABC TYPE)

E-#*

EGRESS COMPONENT

COMPONENT IDENTIFIER

REQUIRED CAPACITY

PROVIDED CAPACITY

* INDICATES EXITS SERVING A

SINGLE SPACE AND THUS ARE

NOT CONSIDERED TOWARDS

OVERALL EGRESS CAPACITY.

FE

BUILDING CODE / LIFE SAFETY CODE ANALYSIS

1. PRIMARY APPLICABLE BUILDING CODES:

• VIRGINIA CONSTRUCTION CODE (VCC), 2021

• VIRGINIA ENERGY CONSERVATION CODE (VECC), 2021

• VIRGINIA STATEWIDE FIRE PREVENTION CODE (VSFPC), 2021

• NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 10, STANDARD FOR PORTABLE FIRE

EXTINGUISHERS, 2018

• NFPA 70, NATIONAL ELECTRICAL CODE, 2020

3. CONSTRUCTION TYPE:

CONSTRUCTION IS TYPE VB (VCC §602.5 & TABLE 601) COMPRISED OF ANY

MATERIALS PERMITTED BY VCC.

8. TRAVEL DISTANCE LIMITATIONS (VCC TABLE 1006.2.1 & TABLE 1017.2):

THE MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL, DEAD-END CORRIDOR LENGTH, AND EXIT ACCESS

TRAVEL DISTANCE IN AN UNSPRINKLERED BUILDING ARE SUMMARIZED IN THE TABLE BELOW:

OCCUPANCY CORRIDOR DEAD-

END (ft)

COMMON PATH

OF TRAVEL (ft)

EXIT ACCESS TRAVEL

DISTANCE (ft)

GROUP B 20 75 200

9. INTERIOR WALL FINISHES (VCC §803):

CLASS A IN ALL CORRIDORS AND LOBBIES.

CLASS A, CLASS B, OR CLASS C IN ALL OTHER AREAS.

BUILDING ELEMENT

PRIMARY STRUCTURAL FRAME

FIRE-RESISTANCE RATING

0 HR

EXTERIOR BEARING WALLS

0 HRFLOOR CONSTRUCTION

0 HRROOF CONSTRUCTION

0 HR

4. BUILDING HEIGHT AND AREA:

THE ALLOWABLE BUILDING HEIGHT IS 40 ft AND 2 STORIES ABOVE GRADE PLANE IN

ACCORDANCE WITH VCC §504.3 AND §504.4, RESPECTIVELY.

THE BUILDING IS A SINGLE STORY ABOVE GRADE PLANE, WITH A HEIGHT TO RIDGE

OF 20' - 5.75"

THE ALLOWABLE AREA FOR A BUILDING WITH A GROUP B OCCUPANCY AND TYPE VB

CONSTRUCTION IS 9000 ft²

THE BUILDING AREA WILL BE 3,701 ft² WHICH IS BELOW THE MAXIMUM ALLOWABLE

AREA.

THE NEW BUILDING IS CLASSIFIED AS BUSINESS (GROUP B) OCCUPANCY.

THE ASSEMBLY SPACES HAVE OCCUPANT LOADS OF LESS THAN 50 PEOPLE. THESE SPACES

ARE CLASSIFIED AS GROUP B OCCUPANCY IN ACCORDANCE WITH VCC §303.1.2 AND ARE NOT

SEPARATED.

2. OCCUPANCY CLASSIFICATION:

5. OCCUPANT LOAD (VCC TABLE TABLE 1004.5):

REFER TO LIFE SAFETY PLANS FOR OCCUPANT LOAD, EXIT CAPACITY CALCULATIONS, AND

EGRESS LIMITATIONS INFORMATION.

USE TYPE OCCUPANT LOAD

FACTOR (ft2 / PERSON)

ASSEMBLY, UNCONCENTRATED

BUSINESS 300 GROSS

ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM

6. EGRESS CAPACITY (CORRIDORS, RAMPS AND DOORS) (VCC §1005.3.2):

CAPACITY FACTORS: MEANS OF EGRESS COMPONENTS WILL BE SIZED USING CALCULATED

OCCUPANT LOADS MULTIPLIED BY THE FOLLOWING CAPACITY FACTORS: 0.2 (LEVEL COMPONENTS

AND RAMPS), BUT MUST BE A MINIMAL SIZE AS STATED BELOW.

AISLES, CORRIDORS, AND RAMPS: MIN. 36 in. WHEN SERVING LESS THAN 50 PERSONS, OTHERWISE 44 in PER VCC TABLE 1020.2.

DOORS: MINIMUM 32 in. CLEAR WIDTH FOR DOORS VCC §1010.1.1.

DOORS WILL SWING IN THE DIRECTION OF EGRESS WHEN SERVING AN OCCUPANT LOAD OF 50 OR

GREATER PER VCC §1010.1.2.1.

DOOR SWINGS WILL NOT ENCROACH INTO REQUIRED EGRESS WIDTH GREATER THAN 1/2

DISTANCE; WHEN FULLY OPEN THEY WILL ONLY ENCROACH A MAXIMUM OF 7 in, PER VCC §1005.7.1.

7. REMOTENESS OF EXITS (VCC §1007.1.1):

MINIMUM 1/2 OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE

SERVED INCLUDING EXITS, EXIT ACCESS, AND EXIT DISCHARGE. THE BUILDING DIAGONAL

DIMENSION AND ADEQUATE EXIT SEPARATION DIMENSION ARE SHOWN ON THE LIFE SAFETY

FLOOR PLANS.

13. FIRE SUPPRESSION (VCC §903):

THE BUILDING DOES NOT REQUIRE A FIRE SUPPRESSION SYSTEM,

AND WILL NOT BE PROVIDED WITH ONE.

10. INTERIOR FLOOR FINISHES (VCC §804):

MINIMUM CLASS II IN ALL AREAS.

11. FIRE EXTINGUISHERS (VCC §906.2):

FIRE EXTINGUISHERS WILL BE PROVIDED IN ACCORDANCE WITH NFPA 10 §6.1.3.1

AND §6.1.3.2.

FIRE EXTINGUISHERS MUST COMPLY WITH THE FOLLOWING:

1. DRY CHEMICAL TYPE: STAINLESS STEEL TANK, WITH PRESSURE GAUGE

2. CLASS 2A, 10B, C

3. SIZE 10

4. FINISH: BAKED ENAMEL, RED COLOR

12. FIRE ALARM (VCC §907.2):

THE BUILDING WILL NOT BE PROVIDED WITH A FIRE ALARM SYSTEM SINCE

IT IS NOT REQUIRED PER VCC §907.2.2.

50 GROSSLOCKERS

15 NET

150 GROSS

INTERIOR BEARING WALLS

0 HR

0 HR

INTERIOR NON-BEARING WALLS AND PARTITIONS 0 HR

EXTERIOR NON-BEARING WALLS AND PARTITIONS

PN

www.aecom.com

8' 4' 0 8' 16' 1/8"=1'-0"

GRAPHIC SCALES

READY FOR CONSTRUCTION

PROJECT

CLIENT

CONSULTANT

REGISTRATION

10 South Jefferson Street, Suite 1600

540.857.3100 tel 540.857.3180 fax Roanoke, Virginia 24011

ISSUE/REVISION

KEY PLAN

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

©2016 AECOM Corporation

06/28/2024

AECOM

RANDOLPH PARK POOL

SUPPORT BUILDING

5100 ALEXANDER ROAD

DUBLIN, VA 24084

PULASKI CO.

143 THIRD STREET NW,

SUITE 1

PULASKI, VA 24301

540.980.7710 tel https://pulaskicounty.org

CD SUBMISSIONI

LIFE SAFETY PLAN

GI100

60730666

TN

1/8" = 1'-0"

LIFE SAFETY FLOOR PLAN

EGRESS COMPONENT SCHEDULE

EXIT

NUMBER

PROVIDED

EGRESS

WIDTH (in)

CAPACITY

FACTOR

(PERSONS /

in)

PROVIDED

EGRESS CAPACITY

(PERSONS)

REQUIRED EGRESS

CAPACITY

(PERSONS)

E-1 42 0.2 210 4 E-2* 32 0.2 160 1 E-3 32 0.2 160 3 E-4 32 0.2 160 1 E-5 32 0.2 160 17 E-6 66 0.2 330 16 E-7* 32 0.2 160 1 E-8* 32 0.2 160 1 E-9 32 0.2 160 7

E-10* 32 0.2 160 1 E-11 32 0.2 160 7 E-12* 32 0.2 160 1

TOTALS: 12 2140 60

OCCUPANT LOAD CALCULATIONS

NAME USE AREA

SF /

PERSON GROSS/NET

CALCULATED

LOAD

ELEC STORAGE, MECH.

EQUIP.

105 ft² 300 GROSS 1

EXT ADA TLT 1 BUSINESS 85 ft² 150 GROSS 1 EXT ADA TLT 2 BUSINESS 84 ft² 150 GROSS 1

HSKP STORAGE, MECH.

EQUIP.

55 ft² 300 GROSS 1

LIFEGUARD BREAKROOM ASSEMBLY,

UNCONC.

259 ft² 15 NET 17

MECH STORAGE, MECH.

EQUIP.

203 ft² 300 GROSS 1

OFFICE AREA BUSINESS 1,035 ft² 150 GROSS 7 REHEAT AND VENDING BUSINESS 155 ft² 150 GROSS 1

RESTROOMS LOCKERS 1,433 ft² 50 GROSS 29

STOR STORAGE, MECH.

EQUIP.

141 ft² 300 GROSS 1

TOTALS: 3,556 ft² 60

TRAVEL DISTANCES

TRAVEL

PATH DISTANCE (ft)

CPT 24

TDE 1 40

TDE 2 30

I/R DATE DESCRIPTION

1 07/26/2024 ADDENDUM NO. 1

RANDOLPH PARK POOL SUPPORT BUILDING 60730666

TABLE OF CONTENTS 000000 - 1

TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

000101 PROJECT TITLE PAGE

000107 SEALS PAGE

000107A SEALS PAGE

000115 LIST OF DRAWING SHEETS

000115A LIST OF DRAWING SHEETS

001116 INVITATION TO BID

002513 PREBID MEETINGS

002600 PROCUREMENT SUBSTITUTION PROCEDURES

003119 EXISTING CONDITION INFORMATION

003126 EXISTING HAZARDOUS MATERIAL INFORMATION

003143 PERMIT APPLICATION

004113 BID FORM-STIPULATED SUM (SINGLE-PRIME CONTRACT)

004373 PROPOSED SCHEDULE OF VALUES FORM

006000 PROJECT FORMS

006000A PROJECT FORMS

DIVISION 01 – GENERAL REQUIREMENTS

011000 SUMMARY

012500 SUBSTITUTION PROCEDURES

013100 PROJECT MANAGEMENT AND COORDINATION

013233 PHOTOGRAPHIC DOCUMENTATION

013300 SUBMITTAL PROCEDURES

014000 QUALITY REQUIREMENTS

014000A STATEMENT OF SPECIAL INSPECTIONS

015000 TEMPORARY FACILITIES AND CONTROLS

Lauman, Michael Cloud

Lauman, Michael Polygon

Lauman, Michael Typewriter

Lauman, Michael Typewriter

TABLE OF CONTENTS 000000 - 2

016000 PRODUCT REQUIREMENTS

017300 EXECUTION

017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

017700 CLOSEOUT PROCEDURES

017823 OPERATION AND MAINTENANCE DATA

017839 PROJECT RECORD DOCUMENTS

017900 DEMONSTRATION AND TRAINING

DIVISION 03 – CONCRETE

032000 CONCRETE REINFORCING

033000 CAST-IN-PLACE CONCRETE

DIVISION 04 – MASONRY

042000 UNIT MASONRY

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

061000 ROUGH CARPENTRY

061600 SHEATHING

061753 SHOP-FABRICATED WOOD TRUSSES

DIVISION 08 – OPENINGS

087100 DOOR HARDWARE

BID FORM - STIPULATED SUM (SINGLE-PRIME CONTRACT) 004113 - 1

DOCUMENT 004113 - BID FORM - STIPULATED SUM (SINGLE-PRIME CONTRACT)

1.1 BID INFORMATION

A. Bidder: ____________________________________________________.

B. Project Name: Randolph Park Pool Support Building.

C. Project Location: 5100 Alexander Road, Dublin, Virginia 24084.

D. Owner: Pulaski County.

E. Architect: AECOM.

F. Architect Project Number: 60730666.

1.2 BASE BID

A. Base Bid, Single-Prime (All Trades) Contract: The undersigned Bidder, having carefully examined the Procurement and Contracting Requirements, Conditions of the Contract, Drawings, Specifications, and all subsequent Addenda, as prepared by AECOM and Architect’s consultants, having visited the site, and being familiar with all conditions and requirements of the Work, hereby agrees to furnish all material, labor, equipment and services necessary to complete the construction of the above-named project, according to the requirements of the Procurement and Contracting Documents, for the stipulated sum for the items below:

Item 1. Price for Construction of the Randolph Park Pool Support Building.

1. ________________________________________________ Dollars ($______________).

Item 2. List any included addendums.

2. _______________________________________________________________________.

1.3 BID OPTIONS (DEDUCTS)

A. Option 1

1. Item 1. Deduct all interior and exterior painting and associated installation labor cost.

2. ________________________________________________ Dollars ($______________).

B. Option 2

1. Item 1. Deduct all door hardware product and associated installation labor cost.

2. ________________________________________________ Dollars ($______________).

Lauman, Michael Cloud

Lauman, Michael Polygon

Lauman, Michael

BID FORM - STIPULATED SUM (SINGLE-PRIME CONTRACT) 004113 - 2

1.4 BID GUARANTEE

A. The undersigned Bidder agrees to execute a contract for this Work in the above amount and to furnish surety as specified within 15 days after a written Notice of Award, if offered within 90 days after receipt of bids.

B. In the event Owner does not offer Notice of Award within the time limits stated above, Owner will return to the bid bond.

1.5 TIME OF COMPLETION

A. The undersigned Bidder proposes and agrees hereby to commence the Work of the Contract Documents on a date specified in a written Notice to Proceed to be issued by the Owner or Architect shall fully complete the Work within 240 calendar days.

1.6 CONTRACTOR'S LICENSE

A. The undersigned further states that it is a duly licensed contractor, for the type of work proposed, in the City of Dublin, Virginia, and that all fees, permits, etc., pursuant to submitting this proposal have been paid in full.

1.7 SUBMISSION OF BID

A. Respectfully submitted this ____ day of _______________, 2024.

B. Submitted By:______________________________(Name of bidding firm or corporation).

C. Authorized Signature:____________________________________(Handwritten signature).

D. Signed By:______________________________________________(Type or print name).

E. Title:___________________________________(Owner/Partner/President/Vice President).

F. Witnessed By:___________________________________________(Handwritten signature).

G. Attest:_______________________________________________(Handwritten signature).

H. By:____________________________________________________(Type or print name).

I. Title:_________________________________(Corporate Secretary or Assistant Secretary).

J. Street Address:___________________________________________________________.

K. City, State, Zip:___________________________________________________________.

L. Phone:__________________________________________________________________.

M. License No.:_____________________________________________________________.

N. Federal ID No.:_____________________________________(Affix Corporate Seal Here).

END OF DOCUMENT 004113

PROPOSED SCHEDULE OF VALUES FORM 004373 - 1

DOCUMENT 004373 - PROPOSED SCHEDULE OF VALUES FORM

1.1 BID FORM SUPPLEMENT

A. A completed Proposed Schedule of Values form may be required to be submitted prior to Award, if requested by Owner.

1.2 PROPOSED SCHEDULE OF VALUES FORM

A. Proposed Schedule of Values Form: Provide a breakdown of the bid amount, including alternates, in enough detail to facilitate continued evaluation of bid. Coordinate with the Project Manual table of contents. Provide multiple line items for principal material and subcontract amounts in excess of five percent of the Contract Sum.

END OF DOCUMENT 004373

Lauman, Michael Cloud

Lauman, Michael Typewriter

Polygon

PROJECT FORMS 006000 - 1

SECTION 006000 - PROJECT FORMS

1.1 FORMS OF CONTRACT REQUIRED BY PULASKI COUNTY

A. The following forms shall be required prior to commencing work on the Project:

1. Contractor’s Policy of Nondiscrimination

2. Drug Free Workplace Maintenance By Contractor

END OF SECTION 006000

Lauman, Michael Cloud

Lauman, Michael Polygon

Lauman, Michael

CONTRACTOR’S POLICY OF NONDISCRIMINATION

Pursuant to Section 2.2-4311 of the 1950 Code of Virginia, as amended:

1. During the performance of any contract awarded, the contractor agrees as follows:

a. The contractor will not discriminate against any employee or applicant for employment because of race, religion, color, sex, national origin, age, disability, or other basis prohibited by state law relating to discrimination in employment, except where there is a bona fide occupational qualification reasonably necessary to the normal operation of the contractor. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause.

b. The contractor, in all solicitations or advertisements for employees placed by or on behalf of the contractor, will state that such contractor is an equal opportunity employer.

c. Notices, advertisements and solicitation placed in accordance with federal law, rule or regulation shall be deemed sufficient for the purpose of meeting the requirements of this section.

2. The contractor will include the provisions of the foregoing paragraphs a, b and c in every subcontract or purchase order of over $10,000, so that the provisions will be binding upon each subcontractor or vendor.

Signature of Authorized Agent

Date

Cloud

Lauman, Michael Typewriter

DRUG FREE WORKPLACE MAINTENANCE BY CONTRACTOR

Pursuant to Section 2.2-4312 of the Code of Virginia, all public bodies shall include in every contract over $10,000 the following provisions:

During the performance of this contact, the contractor agrees to (i) provide a drug-free workplace for the contractor’s employees; (ii) post in conspicuous places, available to employees and applicants for employment, a statement notifying employees that the unlawful manufacture, sale, distribution, dispensation, possession, or use of a controlled substance or marijuana is prohibited in the contractor’s workplace and specifying the actions that will be taken against employees for violations of such prohibition; (iii) state in all solicitations or advertisements for employees placed by or on behalf of the contractor that the contractor maintains a drug-free workplace; and (iv) include the provisions of the foregoing clauses in every subcontract or purchase order of over $10,000, so that the provisions will be binding upon each subcontractor or vendor.

For the purposes of this section, “drug-free workplace” means a site for the performance of work done in connection with a specific contract awarded to a contractor in accordance with this chapter, the employees of whom are prohibited from engaging in the unlawful manufacture, sale, distribution, dispensation, possession or use of any controlled substance or marijuana during the performance of the contract.

Signature of Authorized Agent

Date

Lauman, Michael Polygon

Lauman, Michael Typewriter

Cloud

PROJECT RECORD DOCUMENTS 017839 - 1

SECTION 017839 - PROJECT RECORD DOCUMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for Project Record Documents, including the following:

1. Record Drawings.

2. Record Specifications.

3. Record Product Data.

B. Related Requirements:

1. Section 017823 "Operation and Maintenance Data" for operation and maintenance manual requirements.

1.2 CLOSEOUT SUBMITTALS

A. Record Drawings: Comply with the following:

1. Number of Copies: Submit one set(s) of marked-up record prints.

2. Number of Copies: Submit copies of Record Drawings as follows:

a. Final Submittal:

1) Submit one annotated PDF electronic file or paper-copy set(s) of marked-up record prints.

2) Plot each drawing file, whether or not changes and additional information were recorded.

B. Record Specifications: Submit annotated PDF electronic files of Project's Specifications, including addenda and Contract modifications.

C. Record Product Data: Submit annotated PDF electronic files and directories of each submittal.

1. Where record Product Data are required as part of operation and maintenance manuals, submit duplicate marked-up Product Data as a component of manual.

1.3 RECORD DRAWINGS

A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued.

1. Preparation: Mark record prints to show the actual installation, where installation varies from that shown originally. Require individual or entity who obtained record data, Lauman, Michael Cloud

Lauman, Michael Typewriter

PROJECT RECORD DOCUMENTS 017839 - 2

whether individual or entity is Installer, subcontractor, or similar entity, to provide information for preparation of corresponding marked-up record prints.

a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later.

b. Accurately record information in an acceptable drawing technique.

c. Record data as soon as possible after obtaining it.

d. Record and check the markup before enclosing concealed installations.

e. Cross-reference record prints to corresponding photographic documentation.

2. Content: Types of items requiring marking include, but are not limited to, the following:

a. Dimensional changes to Drawings.

b. Revisions to details shown on Drawings.

c. Depths of foundations.

d. Locations and depths of underground utilities.

e. Revisions to routing of piping and conduits.

f. Revisions to electrical circuitry.

g. Actual equipment locations.

h. Duct size and routing.

i. Locations of concealed internal utilities.

j. Changes made by Change Order or Construction Change Directive.

k. Changes made following Architect's written orders.

l. Details not on the original Contract Drawings.

m. Field records for variable and concealed conditions.

n. Record information on the Work that is shown only schematically.

3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked-up record prints.

4. Mark record prints with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.

5. Mark important additional information that was either shown schematically or omitted from original Drawings.

6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable.

B. Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location.

1. Record Prints: Organize record prints into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets.

2. Format: Annotated PDF electronic file or paper-copy.

1.4 RECORD SPECIFICATIONS

A. Preparation: Mark Specifications to indicate the actual product installation, where installation varies from that indicated in Specifications, addenda, and Contract modifications.

Lauman, Michael Cloud

Lauman, Michael Polygon

Lauman, Michael Typewriter

Lauman, Michael Cloud

Lauman, Michael Typewriter

PROJECT RECORD DOCUMENTS 017839 - 3

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected.

3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made.

4. For each principal product, indicate whether Record Product Data has been submitted in operation and maintenance manuals instead of submitted as Record Product Data.

5. Note related Change Orders, and Record Drawings where applicable.

B. Format: Submit record specifications as annotated PDF electronic file.

1.5 RECORD PRODUCT DATA

A. Recording: Maintain one copy of each submittal during the construction period for Project Record Document purposes. Post changes and revisions to Project Record Documents as they occur; do not wait until end of Project.

B. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation.

3. Note related Change Orders, Record Specifications, and Record Drawings where applicable.

C. Format: Submit Record Product Data as annotated PDF electronic file.

1. Include Record Product Data directory organized by Specification Section number and title, electronically linked to each item of Record Product Data.

1.6 MAINTENANCE OF RECORD DOCUMENTS

A. Maintenance of Record Documents: Store Record Documents in the field office apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working hours.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 017839

GI100 - LIFE SAFETY PLAN