This Government Contract opportunity from Department Of Defense was posted on May 24, 2016. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Devils Lake Trench Drain

Awarded

W912ES-16-T-0027Federal

Submission Closed05/11/2016, 12:00:00 AM UTC

Contract Overview

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

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AI Contract Overview

Solicitation W912ES-16-T-0027 is a 100 percent Small Business set-aside contract issued by the Department of Defense, specifically the USACE St. Paul district, for the installation of a trench drain system at the Devils Lake City Embankments in Ramsey County, North Dakota. The project scope involves the installation of HDPE trench drains, precast concrete head walls, and associated piping and seeding, with an estimated price range between 25,000 and 100,000 dollars. The work is categorized under NAICS code 238910 and includes strict adherence to environmental protection specifications regarding pollution prevention and hazardous waste management. Recent amendments to the contract have extended the closing date to May 3, 2016, and provided critical technical clarifications. Key determinations include the requirement to import topsoil for approximately one acre of disturbed area because onsite material is insufficient, and the use of specific sand gradation for backfill to meet filter requirements. Compaction standards are clarified such that 100 percent density applies only to PVC discharge pipes, while HDPE trench drain backfill requires 92 percent density unless a trencher machine is used. Additionally, the agency confirmed that the project completion dates are adequate for late season permanent seeding according to NDDOT specifications.

General Info

Agency

Department Of Defense → W07V Endist St Paul

Contract Value

$92,000

NAICS

238910 - Site Preparation Contractors

Place of Performance

DEVILS LAKE, ND, 58301, USA

Set-Aside

NONE

Awardee

TERAFLEX GROUP, LLC

Award Issued Date

05/11/2016, 12:00:00 AM UTC

Documents

Amendment 0001 to Solicitation W912ES-16-T-0027

amendment

High

DLCE Trench Drains - Devils Lake City Embankments Drawings

specifications

High

W912ES-16-T-0027 Amendment 0002 - Devils Lake Trench

amendment

High

W912ES-16-T-0027 DLCE Drainage - Environmental Protection Specifications

specifications

High

W912ES-16-T-0027 Trench Drain at Devils Lake, ND

rfq

High

AI Contract Breakdown

Uniform Contract Format

Contract not broken down yet

CLEATUS splits the solicitation into Uniform Contract Format (UCF) sections: scope, pricing, deliverables, and evaluation criteria.

Timeline

3 updates

PhaseAwarded

PostedMar 17

Combined Synopsis

Notice updatedMar 18

The notice description changed.

Notice updatedApr 14

Response deadline changed from Mar 31, 2016 to Apr 28, 2016. The notice description changed.

Notice updatedApr 27

Response deadline changed from Apr 28, 2016 to May 3, 2016. The notice description changed.

AwardedMay 11

Contract was awarded

Submission Closed

05/11/2016, 12:00:00 AM UTC

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Organization & Contact Information

AgencyDepartment Of Defense → W07V Endist St Paul

Contacts2 people available

OfficeSAINT PAUL, MN, 55101-1323, USA

Organization / AgencyDepartment Of Defense → W07V Endist St Paul

Office AddressSAINT PAUL, MN, 55101-1323, USA

Contacts

Terry Zenker

Justin H. Rose

Full Description

The purpose of this Amendment is to provide responses to questions asked regarding the contract and to extend the closing date to 3 May 2016 at 10AM CDT Questions and responses: QUESTIONS & RESPONSES 1. Page 9 of 50 Paragraph 12 A - Discusses the items that are to be incidental to the Trench Drain line item. a. Stripping vegetation, topsoil ..., stockpiling stripped material on?site for later use, dewatering, topsoil, soil amendments, seed, ... i. On a recent site visit it appears that there isn't much topsoil currently onsite in the areas that are to be disturbed, it appears that there is a more clayey material. So is it to be understood that we should plan to import 4" of topsoil for the roughly 2 acres of area that will be disturbed and restored? RESPONSE: It wasn't expected there would be enough topsoil, and what topsoil is in place will be difficult to strip and reuse due to the soft conditions, thus the paragraph about importing topsoil. Please verify quantity as the trench drain area is approx. 1 ac. ii. It also states that soil amendments are incidental. I don't see any type of soil amendments required further in the specs. to be done on either the existing or imported topsoil, if soil amendments are desired we will need more direction as to what type and how much? RESPONSE: Soil amendments will not be necessary for imported topsoil. 2. Page 15 of 50 Paragraph 15 - Trench Drain Backfill Material a. Is there a particular reason to utilize the sand material to backfill the trench rather than a "Pearock" which is the type of material normally used around a trench drain? RESPONSE: Yes, this gradation was chosen to meet filter requirements with the surrounding soils 3. Page 13 of 50 Paragraph 19a - Backfilling and Compaction a. ... shall be mechanically compacted to 100 percent of standard Proctor maximum density ASTM D698... It seems to us that compacting the trench drain material to 100% would be unreasonable due to the fact that the purpose of the material is to allow water to flow through it to the trench drains. If compacted to 100% I believe that the material would become tight and in the long run not allow the water to flow as desired. It would also be tough to get 100% compaction in a "jello" trench, I don't believe this would be very achievable. Please review with comments? RESPONSE: Paragraph 19a is titled "PVC pipe" and only pertains to the PVC discharge pipe and not to the corrugated HDPE pipe in the trench drain (see CS101 and CS501). As stated in paragraph 19c, compaction is not required for the trench drain backfill material if a trencher machine is used to install the HDPE, otherwise 92 percent of standard proctor density is required. 4. Page 33 of 50 - Completion dates for the project don't seem to correspond with the normal seeding dates. This raises some concerns for the watering and getting the seed to grow during the hottest months of the year. It would seem more reasonable to adjust the completion dates to having the interim work completed by September 15 and the final completion date could remain the same or be adjusted slightly. Please comment? RESPONSE: The dates that are mentioned in the specs are adequate. According to NDDOT Specs seeding with the late season permanent seed mix can be done after Aug 10. This will allow adequate time to seed and water until the completion date of Sept 30. SECTION 00010 - SOLICITATION CONTRACT FORM The required response date/time has changed from 28-Apr-2016 10:00 AM to 03-May-2016 10:00 AM.