This Government Contract opportunity from Department Of The Interior was posted on September 23, 2016. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Z--RE-ROOF PORT KENNEDY TRAIN STATION

Awarded

P16PS01348Federal

Submission Closed09/23/2016, 12:00:00 AM UTC

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

Active Opportunities Like This One

NAICS: 238160

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Mesilla Valley Community of Hope Building 5 Re-roof

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Workshop Roof at Goliad State Park

Solicitation # PS13238

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Anti-Slip Roofing Walkway InstallationThis subcontract involves the installation of approximately 2,000 linear feet of anti-slip roofing walkway pads for prime contractors working on Illinois Department of Human Services facility projects. The scope of work specifies the use of Firestone brand pads for the Gamma housing unit roof and Versico brand pads for all other facility roofs. To ensure no interference with state operations, all installation activities must be performed during designated hours. The project is categorized under NAICS code 238160 and is associated with the Illinois Mental Health agency. Interested parties should note the response deadline of November 18, 2026, for this installation project.

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Roofing and Joint SealantsThis subcontract opportunity is for roofing and joint sealant services to support prime contractors on facility projects for the Monterey County Office of Education in Salinas, California. The scope of work involves cutting, patching, and flashing existing roofing at new mechanical roof-cap penetrations, as well as the application of firestopping and joint sealants to ensure all penetrations are watertight and joints are properly sealed. The selected contractor must adhere to all existing roof warranty requirements to maintain coverage. Interested parties should note that the response deadline for this project is November 20, 2026.

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Roofing Replacement and RepairThis subcontract for Roofing Replacement and Repair involves performing comprehensive roof repairs and full replacements for prime contractors serving the Cupertino Union School District. The scope of work is centered on facility projects at Stocklmeir, Garden Gate, and Eisenhower Elementary Schools in Cupertino, California. Responsibilities include the removal of existing roofing materials, the repair of structural roof components, and the installation of new roofing systems in strict accordance with DSA approved plans to ensure fully waterproofed and warranted results. The project falls under NAICS code 238160 and is managed by the Cupertino Union School District. Interested parties should note that the solicitation was posted on October 26, 2026, with a response deadline set for October 29, 2026.

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POSTED

1 day ago

DEADLINE

in 2 days

AI Contract Overview

Amendment No. 0002 for the Port Kennedy Train Station re-roofing project provides critical clarifications and updates following a pre-bid meeting. Key technical requirements include the installation of new primed 1x3 rake and fascia boards where existing materials are damaged or missing to support the new drip edge. All flashing and roof metal must be copper, and valleys are to be open. While the National Park Service staff will handle the removal of existing half-round gutters, the installation of new gutters and rain leaders is not required. The project scope has been expanded to include the replacement of one valley joist or beam, an increase in the area of roof decking to be replaced with exterior grade plywood to 700 square feet, and an increase in the number of roof joists requiring repair to 14. Bidders must submit a bid bond equal to 20 percent of their total quote. The deadline for the receipt of bids was established as 2 PM local time on Friday, July 29, 2016.

General Info

Agency

Department Of The Interior → Dsc Contracting Services Division

Contract Value

$42,596

NAICS

238160 - Roofing Contractors

Place of Performance

Set-Aside

NONE

Awardee

PUENTE CONSTRUCTION ENTERPRISES INC. 48-50 NEWTON AVE WOODBURY NJ 08096-4610 US

Award Issued Date

09/23/2016, 12:00:00 AM UTC

Documents

No documents available

Documents will appear here when they are available.

AI Contract Breakdown

Uniform Contract Format

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Timeline

3 updates

PhaseAwarded

PostedJun 15

Presolicitation

Notice updatedJul 1

Response deadline changed from Jul 22, 2016 to Jul 29, 2016. The notice title changed. The notice description changed.

Notice updatedJul 1

The notice description changed.

Notice updatedJul 6

The notice description changed.

Type ChangedJul 28

Presolicitation → Solicitation

AwardedSep 23

Contract was awarded

Submission Closed

09/23/2016, 12:00:00 AM UTC

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Organization & Contact Information

AgencyDepartment Of The Interior → Dsc Contracting Services Division

ContactsNo contacts available

OfficeDenver, CO, 80225, USA

Organization / AgencyDepartment Of The Interior → Dsc Contracting Services Division

Office AddressDenver, CO, 80225, USA

ContactsNo contact information available

Full Description

In accordance with the information provided under Amendment No. 0001, Amendment No. 0002 is hereby issued to provide all interested parties with a list of the questions posed to the NPS during the pre-bid meeting held on Wednesday July 20 2016 and the answers to those questions. Q1. Should we include new 1x3 rake boards on all dormers and gable end? A1. Based on B.1.1., the trim facia board is required as an attachment point for the new roof's drip edge. Contractors should include new 1 x 3 trim or rake boards on all dormers and gable ends where missing or damaged beyond reuse, sound undamaged sections of existing trim suitable for inclusion in the new work may remain. New trim boards are to be primed on all sides including end grain primed. New specified drip edge is to be attached to this trim. Q2. Should we include removal of half round gutters and installation of new ones as well as downspouts? A2. Existing half round gutters will be removed prior to the start of the work by Valley Forge NHP staff. New gutters and rain leaders are not part of the work and are not required. Q3. What about new fascia boards? And, if so, what size? A3. Based on B.1.1, new 1 x 3 facia trim boards is required on the eaves where missing or damaged beyond reuse, sound undamaged sections of existing trim suitable for inclusion in the new work may remain. This trim is required as an attachment point for new drip edge specified in the SOW. New trim boards are to be primed on all sides including end grain primed. Attach with 2 nails at each rafter end and at edge of roof deck with 1 nail at 18" o.c. Q4. What about at minimum one coat priming all tounge and groove exposed soffit wood? As well as priming of rake and fascia boards if installed? A4. T & G sheathing is required to be primed on all sides including end grain primed according to B.8.6.4.b. of the SOW. New trim boards are to be primed, see answers to questions 1 & 3. Q5. Valley - Open copper or closed valley? A5. Valleys are to be open valleys all flashing and roof metal is to be copper as specified. Q6. Edge metal Aluminum or copper? A6. All flashing and roof metal to be copper as specified. Q7. What is the required bid bond amount? A7. The bid bond, which is required with your response, should be equal to 20% of your quote. The following 4 points are included to provide some general observations from the Project Manager: 1. Contractors shall include the replacement of one valley joist or beam in their bid. The valley joist shall be removed in it's entirety and replaced with similarly sized material, nominally a 2 x 8 approximately 9' in length, Deteriorated rafters framing into the valley joist that no longer perform the function or support the loads for which they were intended shall be replaced if less than or equal to 4' - 0" in length and shall be reinforced with new scabs if over 4' - 0". Use galvanized joist hangers as required to connect existing and new joist to the new valley joist or beam. 2 There are currently two types or profiles of T & G roof decking installed at various locations on the structures eave overhang. These are a "V" groove and a beaded board. One of these profiles will be selected to be used in the repair under SOW paragraph B.1.3.b. 3. The area of existing T & G roof decking to be replaced with exterior grade plywood according to SOW paragraph B.1.3.a. is increased from 600 s.f. to 700 s.f. total. The area of T & G roof decking to be replaced with new matching T & G roof decking according to SOW paragraph B.1.3.b. is unchanged. 4. The number of roof joist to be repaired according to SOW paragraph B.1.3.c is hereby increased from 10 rafters to 14 rafters total. The time and date for receipt of bids remains as NLT 2PM local time on Friday July, 29, 2016.