SOW Attachment 7.11 - Trench Drain.pdf

PDF 6 MB Posted

Attached to
R10 South Multiple Award Task Order Contract MATOC Replacement Federal contract opportunity
Solicitation number
47PL0123R0014
Issued by
General Services Administration Public Buildings Service Region 10

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This document contains a specification sheet for an 8-inch by 8-inch plastic trench drain system. The trench drain system is 39.4 inches long with a nominal clear opening of 8 inches and overall width of 10 1/4 inches. It is made from UV-stabilized 100% recycled polypropylene with interlocking joints. The drain has a self-cleaning radiused bottom with a 0.009 Manning's coefficient and neutral 0% built-in slope. Grates will be ductile cast iron fastened to galvanized steel edge rails rated for load class E600.

The related federal contract opportunity is a multiple award task order contract replacement for the General Services Administration Public Buildings Service Region 10. The solicitation number is 47PL0123R0014 and is seeking contractors to provide services for the R10 South region.

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Other files for this federal contract opportunity

Other files attached to R10 South Multiple Award Task Order Contract MATOC Replacement, newest first.
File Type Posted
Amendment 0003.pdf PDF
Amendment 0002.pdf PDF
D. Pre-Propsal Site Visit Roster 09-28-2023.pdf PDF
A. Attachment D Seed Project SOW dated 10-20-2023.pdf PDF
B. SOW Attachment 7.10 Drawings - Site Plan 10.20.2023.pdf PDF
C. Pre-Proposal Questions and Answers 1 through 17.pdf PDF
Attachment C - TORFP Seed Project - Rev 1.pdf PDF
Amendment 0001.pdf PDF
Attachment E Seed Project Price and Services Schedule.xlsx XLSX spreadsheet
Attachment C - TORFP Seed Project.pdf PDF
Exhibit 5 Past Performance Questionnaire.docx DOCX document
SOW Attachment 7.10 - Drawings - Site Plan.pdf PDF
SOW Attachment 7.2 - Submittal Transmittal Form.xlsx XLSX spreadsheet
SOW Attachment 7.3 - Project Management Information System.docx DOCX document
SF1442 47PL0123R0055 Seed Project.pdf PDF
Attachment F SEED Project Wage Deterimination - WA202330001 09-01-2023.pdf PDF
Exhibit 1 3490.3 Policy.pdf PDF
Exhibit 4 Sample Key Personnel Resume Form.docx DOCX document
Exhibit 3 Project Experience Form.docx DOCX document
SOW Attachment 7.1 - Vendor Security Training 6 2021.pptx PPTX presentation
GSA527-21.pdf PDF
RFP SOUTH MATOC 47PL0123R0014.pdf PDF
South MATOC Agreement.pdf PDF
SOW Attachment 7.5 - C D Waste Mgmt Plan Reporting Template.xlsx XLSX spreadsheet
SOW Attachment 7.9 - Low embodied carbon concrete-Sept 22.pdf PDF
SOW Attachment 7.8 - Environmentally Preferable Asphalt-Sept 22.pdf PDF
SOW Attachment 7.6 - Sample ROCAL.xlsx XLSX spreadsheet
SF1442 47PL0123R0014 SMATOC.pdf PDF
South MATOC SOW 11222022.pdf PDF
Attachment D Seed Project SOW dated 07-25-2023.pdf PDF
Attachment A South MATOC Terms and Conditions.pdf PDF
Attachment B Example of TO Reps and Certs March 2023.pdf PDF
Exhibit 6 GSA Security Manual.pdf PDF
Exhibit 2 GSA Affiliated Customer Accounts.pdf PDF
SOW Attachment 7.4 - P120 - Cost and Schedule Management Policy and Requirements.pdf PDF
SOW Attachment 7.7 - CIW FORM 850.docx DOCX document
Exhibit 7 IDIQ Price Schedule.xlsx XLSX spreadsheet
Show all 37

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Pro of

Pro of

SPECIFICATION SHEET

Vodaland-USA •3120 Riverport Tech Center Dr Maryland Heights MO,63043•Phone: (314)717-1551•Email:info@vodaland-usa.com

REVISED: 2022

8” X 8” (400 mm x 400 mm) PRO CHANNEL

NOTES:

1. REFER TO VODALAND-USA WEBSITE FOR DETAILED INSTALLATION INSTRUCTIONS AND

SCHEMES (CATALOGUES SECTION).

2. SPECIFIER IS RESPONSIBLE FOR CONCRETE ENCASEMENT AND REINFORCING BASED

UPON APPLICATION AND LOCAL CODES.

3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE

RECOMMENDED TO PROTECT CHANNEL AND CONCRETE SURROUND. ENGINEERING

ADVICE MAY BE REQUIRED.

4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8”-1/4” (3-5 mm)

ABOVE THE TOP OF THE CHANNEL EDGE.

SPECIFICATION SHEET

Vodaland-USA •3120 Riverport Tech Center Dr Maryland Heights MO,63043•Phone: (314)717-1551•Email:info@vodaland-usa.com

THE COMPLETE DRAINAGE SYSTEM SHALL BE BY VODALAND-USA. ANY DEVIATION

OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION WILL VOID ANY AND

ALL WARRANTIES PROVIDED BY VODALAND-USA.

SPECIFY APPROPRIATE OPTIONS:

ADDITIONAL OPTIONS:

___ 63516 DEEP CHANNEL END CAP

___ 6154 INSTALLATION BRACKETS

SPECIFICATION: 8”X8” PRO PLASTIC TRENCH DRAIN SYSTEM SHALL BE 39.4” (1000

mm) LONG AND THE NOMINAL CLEAR OPENING SHALL BE 8” (200 mm) WITH 10 1/4” (260 mm) OVERALL WIDTH. CHANNELS SHALL BE MANUFACTURED FROM UV

STABILIZED 100% RECYCLED POLYPROPYLENE. UNITS SHALL HAVE A MALE-TO-

FEMALE INTERLOCKING JOINTS THAT WILL NOT SEPARATE DURING THE

INSTALLATION. CHANNELS SHALL HAVE A RADIUSED SELF CLEANING BOTTOM

WITH A MANNING’S COEFFICIENT OF 0.009 AND NEUTRAL 0% BUILT-IN SLOPE. EACH

UNIT WILL BE PROVIDED WITH STANDARD DUCTILE CAST IRON GRATES FASTENED

TO GALVANIZED STEEL EDGE RAILS AND RATED LOAD CLASS E600 PER EN1433

LOAD SPECIFICATION.

Trench Drain Brochure
8-_Pro_Channel_8-_Depth_spec_sheet

File details come from the government source that posted it. Updated .