LES PK Stairs RFP combined.pdf

LEBANON PUBLIC SCHOOLS

TOWN OF LEBANON CT

RFP LES EXTERIOR STAIRS

Stairs Replacement

Bid Package Lebanon Elementary School Concrete Stair Replacement

Proposal Due By: 8/14/26 3 PM at Central Office Lebanon Middle School

Lebanon Public Schools 891 Exeter Road Lebanon, Ct 06249

Project Description: Removal and Replacement of Concrete Stairs at Main Entranceway to Lebanon Elementary School, 479 Exeter Road, Lebanon, CT

Scope of Work:

• Building Permit fees are not applicable to this Project. Awarded Firm is still required to apply for Permit.

• Project is Tax Exempt and Non-Wage Scale.

• Bidder shall have a current License from the State of CT Dept. of Consumer

Protection.

• Insurance Certificate (Lebanon Public Schools Certificate Holder) shall be submitted with Bid.

a. General Liability: $1,000,000 per Occurrence

b. Automobile Liability: $1,000,000 per Occurrence

c. Workers Compensation: Per State Standards

• Lebanon Public Schools retains the right to award the Contract to the low, qualified and responsible firm and waive any formalities in the Bid Process.

• Town of Lebanon Ct is an Equal Opportunity Employer.

Bidding Instructions

• Attend mandatory pre-bid walk August 4, 2026, 10:00 am at Lebanon Elementary

School (479 Exeter Road, Lebanon).

• Submit all questions by end of Day, August 7, 2026 to Jim Russo/J R Russo, LLC.

Response to questions will be posted on Town/School Web Site.

• Submit all proposals to the Lebanon Public School Central Office (Lebanon Middle

School) 891 Exeter Road, in a sealed envelope by 3:00pm, August 14, 2026. Public Opening thereafter in the Lebanon Middle School Library.

LEBANON PUBLIC SCHOOLS

TOWN OF LEBANON CT

RFP LES EXTERIOR STAIRS

Stairs Replacement

Specifications/Plans:

Drawings L-2 and L-11, as highlighted

Concrete Specification 32 13 13 CONCRETE STAIRS

School Calendar

ALL BID PACKAGES MUST INCLUDE THE FOLLOWING:

• Total Lump Sum Bid Quotation

• Copies of:

o all applicable State Of Ct Dept. of Consumer Protection Licenses.

o Current Certificate of Insurance o Three professional references o Acknowledgement of all issued Addendums

Project completion by: October 16, 2026

Contact: Jim Russo, J R Russo, LLC

Email: rjames298@aol.com Phone #: 860-205-4472 mailto:rjames298@aol.com

LEBANON ELEMENTARY SCHOOL

CONCRETE STAIR REPLACEMENT

SECTION 32 13 13 - CONCRETE STAIRS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. State of Connecticut Department of Transportation, Standard Specifications for Roads, Bridges and Incidental Construction, Form 816, 2004 - General Requirements, or as amended, are bound herein and are hereby made a part of the Specifications and shall apply to Contractors and all Subcontractors.

1.2 DESCRIPTION

A. This item shall consist of concrete stairs constructed on a gravel base course in the location and to the dimensions and details shown on the plans or as ordered and in accordance with these specifications. Replaced Concrete Stair shall match configuration of existing Stair.

B. Independent Testin Agency shall be Retained by the Owner. Costs for re-inspection shall be borne by awarded Contractor. Testing shall include Cast in Place Formwork, Rebar Placement and Concrete Material.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Materials for this work shall conform to the requirements of Article M.03.01 for Class “C” Concrete.

B. Air-entraining Portland cement and air-entraining admixtures shall conform to Article

M.03.01.

C. Gravel for base shall conform to Article M.02.01 for gravel fill.

D. Reinforcing Bars shall confirm to ASTM A 615, Grades 60.

E. New Handrail to match profile of existing handrails.

2.2 SUBMITTALS

A. Shop Drawings:

CONCRETE SIDEWALKS 32 13 13-2

The shop drawings shall be submitted for the following Items: Concrete Mix Design, Reinforcing Bars, Hand Rail (match existing) and Metal Abrasive Nosing.

3.0 CONSTRUCTION METHOD

A. Excavation: Excavation, including removal of any existing sidewalk, shall be made to the required depths below the finished grade, as sown on the plans or as directed. All soft and yielding material shall be removed and replaced with suitable material.

B. Gravel Base: The gravel base shall be placed in layers not over 6 inches in depth and to such a depth that after compaction it shall be at the specified depth below the finished grade of the walk. The base shall be wetted and rolled or tamped after the spreading of each layer.

C. Forms: Forms shall be of metal or wood, straight, free from warp and of sufficient strength to resist springing from the pressure of the concrete. Forms shall be of a depth equal to the depth of the sidewalk. Forms shall be securely staked, braced and held firmly to the required line and grade and shall be sufficiently tight to prevent leakage of mortar. All forms shall be cleaned and oiled or wetted before concrete is placed against them. As soon as the concrete has obtained its initial set the templates shall be removed.

1. Wood: they shall be of 2-inch surfaced plank except that at sharp curves thinner material may be used.

D. Concrete: The concrete shall be proportioned, mixed, placed, etc., in accordance with the provision of Section 6.01 for Class “C” Concrete, except as modified herein:

1. The concrete shall contain not less than 5 nor more than 7 percent entrained air at the time other concrete is deposited in the forms.

2. Air-entrainment shall be obtained and the concrete cured in accordance with the provisions of Article 4.01.03 for Concrete Pavement.

E. Reinforcement:

1. All rebars shall be securely held in place while placing concrete, if required, additional bars or stirrups shall be provided by Contractor at no additional costs.

2. A rebar shall be lapped as detailed on the Drawings. If not specifically shown, the minimum laps/splices shall be in

CONCRETE SIDEWALKS 32 13 13-3

accordance with ACI 318 Class B Tension Laps

F. Backfilling and Removal of Surplus Material: The sides of the sidewalk/stairs shall be backfilled with suitable material thoroughly compacted and finished flush with the top of the sidewalk. All surplus material shall be removed and the site left in a neat and presentable condition to the satisfaction of the Owner.

G. Lawn Restoration is a component of this Bid Package.

NOTES

1. Do not scale drawings. Use the dimensions given. If there are discrepancies or questions, contact the Architect prior to the start of work.

2. All dimensions and existing conditions shall be verified in the field by the Contractor prior to the start of work, and he shall be held responsible for the same. If there are discrepancies or questions, contact the Architect prior to comencing work.

3. All dimensions are at 90° and are to the nearest foot, unless noted otherwise.

4. All radii are 5 feet, unless noted otherwise.

5. New bituminous pavement and curb shall meet line and grade of existing pavement and curb, unless noted otherwise. Provide a clean, straight saw-cut edge where new and existing bituminous are to meet. Coat saw-cut edge of bituminous with CSS-1H tack coat prior to placing new pavement or curb.

6. New concrete pavement and curb shall meet line and grade of existing pavement unless noted otherwise. Where new concrete pavement or curb meets existing concrete pavement or curb, walls, foundations etc., provide dowels and expansion joint material as detailed and/or specified.

7. Where new concrete pavement abuts existing concrete pavement, walls, foundations, etc., provide 5/8" dla. x 12" long dowels, free at one end, as detailed and as specified. Such dowels shall also be provided between successive, new concrete pours and where new concrete walk pavement abuts new concrete walls, foundations, etc.

8. The Contractor shall coordinate the work shown on these site drawings with the work Involved with all other disciplines.

9. See Site Utility Plan for work related to site lighting. New site lighting is shown on these site plans for coordination purposes only. In general, new site light poles shall be no closer than 2 feet from the edge of any walk and no closer than 5 feet from the face of any curb.

10. All "accessible routes," as noted on the plan, shall meet all current applicable federal and state requirements relating to the Americans with Disabilities Act (A.D.A).

I

I

I

I

I

I

I

I @PRECAST

CONC.CURB

lv/F

BFVERL Y DUNTZ

VOl.159, PG.608

----- l'lS,SUMED PROl'£JITT' LINE

---- (OOENDE0T'37•32'1.5"E 64.38')

NO.CON

�PRECAST

\ . CONC. CURB

\ I \ @ MONO. CON

1WCURB

\ a, 1 ;

\@ !�L�:JV'T

� ORNAMENTAL

I

� FENCE

\ LM\ CHAIN LINK

\ � FENCE • HT.=4 FT.

\ 1i PRECAST

-11 CONC. CURB

tV/t

BEV£RL Y DUNTZ

VOL 159, PC. 608

@PRECAST CONCRETE CURB

@ BIT. CONC. ROAD PAV'T

BEVEL LAST 6 FT. SECTION

FLUSH W/ GRADE

@ PRECAST CONCRETE CURB -cz/-.'

@arr. CONC. ROAD ;AV'T, :r-..;u

R O A D

I

JI

I I I I

I;

(CT RTE 20l)

NEW CONC. PAV'T TO MEET

EX. BIT PAV'T

I I

I 1=:I

I '-

I ' I \ I \

I I I \ kt I

LL:' )

I l ----- /

----7--\ -

BEVEL LAST 6 FT. SECTION

FLUSH W/ GRADE

PRECAST

CONC.CURB

I I

I

I

OT/-!EP LA'\/D 0,

!0W!✓ Or u:BANON vt?L.99. PG.592

I I

I

I I I I

Existing

ISi

@{STORM) @(SAN)

<S) a

N/'

BEVE.RL Y J &

K£i'/NUI-! A. DUNTZ

VOL.160, PG.439

LEGEND

PROPERTY LINE

BUILDING

CURB

EDGE OF PAVEMENT

CONC. PAVEMENT

BITUMINOUS PAVEMENT

CATCH BASIN

MANHOLE

LAWN DRAJN

LIGHT POLE

UTIUlY POLE

BOLLARD

SIGN

RADIUS

TYPICAL

EQUAL

CENTER-LINE

DETAIL LOCATOR

CHAIN LINK FENCE

GUARDRAJL

RIP-RAP

CHANNEL LINING MAT

TREELINE

STONE WALL

WETLAND BOUNDARY

r

Proposed

... l

I liiJ ii a

-0 R

TYP.

EQ

ti.

8 II SHEET

N/F

BE"VERLY J. &

f(£iVN£TH A. DU lkX.160, PC.439

�'ll'-tl19' F11fJIIPf«}P.CQI!.

TO 1• p RJt#ID

------7

I I

I I I

I I I

I I

I I I

I -------- I --

I I

-- I

---._J

·------.__ : � OTHER LAND OF

JB

TOWN OF LE"f3ANON

va. 99, PC. sn

NORTH

20 40

GRAPHIC SCALE

ADDITION AND

RENOVATION

LEBANON

ELEMENTARY

SCl-lOOL

47<3 Exeter Rd.

Lebanon, CT

SITE LAYOUT PLAN

PROJECT #071-00S0EA/RR

CONSULTANTS

M•R•ROMING

ASSOCIATES P,C,

Landscape Archttects • Land Planners 224 Whiting Lane West Hartford, Connecticut ph 860-233-1265 fax 860-523-0191

��RD

_, OMPANYLLP

STRUCTURAL ENGINEERS

10 WATERCHASE DRIVE

ROCKY HILL. CONNECTICUT

P (860) 563-3B20 F (860) 563-3860

WWW.GIRARDC0.C0M

MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS:

QUINLAN, GIANNONI

& LIVINGSTON, INC.

CONSULTING ENGINEERS

20?4 PARK STREET

HARTFORD. CT. 06106

TEL (860) 236-4288

FAX (B60) 232-9841

THIS DRAWING ANO ITS CONTENTS ARE THE PROPERTY OF

THE ARCHITECT AND MAY NOT BE REPRODUCED OR USED IN

ANY WAY OTHER THAN WHAT WAS ORIGINALLY INTENDED

WITHOUT THE ARCHITECT'S CONSENT.

DO NOT SCALE THE DRAWING. USE THE DIMENSIONS GIVEN.

IF THERE ARE ANY DISCREPANCIES OR QUESTIONS, CONTACT

THE ARCHITECT.

REVISIONS:

.;�j)�;::;2:

I ' j ,�\ "'/I\ ' \':., DATE:

Aug. 4, 2�4

SCALE:

111 = 401 akPark Architects LLC

312 Park Rd, W. Hartford, CT (860)232-6664

L-2

James Russo Highlight

James Russo Highlight

Polygon

James Russo Highlight

James Russo Highlight

Polygon