Addendum 2_Pine View Cemetery.pdf
PDF 863 KB Posted
- Attached to
- Pine View Cemetery Sink Hole Repair
- Solicitation number
- 2135494
- Issued by
- New York
About this file
This Addendum 2 document pertains to the Town of Queensbury, New York's Invitation for Bid (IFB) for the Pine View Cemetery Sink Hole Repair project. The project encompasses removal and replacement of the existing pond embankment at Pine View Cemetery, replacement of pond level control structures, and reconstruction of the access drive over the embankment. A non-mandatory pre-bid conference is scheduled for June 11, 2026 at 2:00 p.m. at the Pine View Cemetery Office, 21 Quaker Road, Queensbury, New York. Sealed bids are due June 25, 2026 at 2:00 p.m. local time and must be submitted to the Town Purchasing Agent at 742 Bay Road, Queensbury, New York 12804. Written questions must be submitted by June 19, 2026 to LaBella Associates representatives Angelique Smith (amsmith@labellapc.com) or Paul Guillet (pguillet@labellapc.com). Substantial completion is required by September 30, 2026, with final restoration and project readiness for final payment by October 31, 2026.
The contract will be awarded as a single prime contract on a lump-sum basis, with bid prices excluding sales and compensating use taxes on incorporated materials. Bid security of 5% of the bid price must accompany the proposal, and the successful bidder must furnish performance and payment bonds each equal to 100% of the bid price. The contractor must apply the higher of prevailing federal, state, or local wage rates to all workers and subcontractors. The Town strongly encourages Minority and Women-owned Business Enterprises and Section 3 Firms to apply, though these represent preferences rather than set-asides. A Non-Collusive Affidavit and Iran Divestment Act certification are required. Electronic copies of drawings and specifications are available from LaBella Associates.
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Text version
TOWN OF QUEENSBURY – PINE VIEW CEMETERY SINK HOLE REPAIR
LaBella Project No. 2240674.29
Addendum #2
June 17, 2026
This Addendum forms a part of the Contract Documents and modifies the original Bidding
Documents, Technical Specifications, and Contract Drawings as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to acknowledge receipt of this Addendum may subject the Bidder to disqualification.
This Addendum consists of the following:
1. PLAN SHEET C103 SCALE ADJUSTMENT
ITEM NO. 1 – PLAN SHEET C103 SCALE ADJUSTMENT
A. The Site Plan viewport was not scaled correctly. Please see Attachment A for the corrected plan sheet.
ATTACHMENTS
The following documents are attached to and made part of this Addendum:
Attachment A – Revised Plan Sheet C103 Site Layout & Grading Plan
END OF ADDENDUM NO. 2
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© 2026 LaBella Associates
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TOWN OF QUEENSBURY
742 BAY ROAD
QUEENSBURY, NY 12804
PINE VIEW CEMETERY SINK
HOLE REPAIR
21 QUAKER ROAD
TOWN OF QUEENSBURY
WARREN COUNTY
NEW YORK
2240674.29
BIDDING SET
05/22/2026
It is a violation of New York Education Law Art. 145 Sec.
7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation
"altered by" followed by their signature and date of such alteration, and a specific description of the alteration.
20 Elm Street, Suite 110 Glens Falls, NY 12801
(518) 812-0513 labellapc.com
CERTIFICATE OF AUTHORIZATION NUMBER:
PROFESSIONAL ENGINEERING: 018281
LAND SURVEYING: 017976
GEOLOGICAL: 018750
CLIENT NAME:
C103
SITE LAYOUT & GRADING
PLAN
N
ORIGINAL SCALE 1"=
10 3020
10'
SCALE:
SITE LAYOUT AND GRADING PLAN
1"=10'
LIMIT OF MAPPED
WETLAND
LIMIT OF MAPPED
STREAM
LIMIT OF MAPPED
WETLAND
PROPOSED DRIVEWAY
RECONSTRUCTION
LIMIT OF DISTURBANCE
0.22 ACRES
48" SDMH 1
STONE LINED APRON
23 LF OF
18" HDPE
42 LF OF
18" HDPE
18" CMP FLARED END
SECTION WITH TRASH
RACK FOR POND OUTLET
CONTROL
18" CMP FLARED END
SECTION FOR POND
OUTLET CONTROL
PROVIDE SUBSURFACE SEEPAGE CUTOFF WALL
TOTAL LENGTH = 75 LF
TOP ELEVATION = 336.60'
BOTTOM ELEVATION = 316.60'
COLD-FORMED STEEL SHEET PILING (SEE SPEC
SECTION 314113)
PROPOSED PIPE
INSTALLATIONS (TYP)
CONTRACTOR TO CUT HOLE IN
SHEET PILE TO ALLOW HDPE
PIPE THROUGH.
SITE PLAN NOTES:
STONE LINED APRON
5' WIDE GRAVEL
SHOULDER (SUBBASE
COURSE TYPE 2)
EMBANKMENT GRADING TO USE
SELECT GRANULAR FILL (TYP)
REVISIONS
NUMBER DATE DESCRIPTION
1 6/17/2026 FIX SCALING ISSUE
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