IFB 93F-24 Track Material Specification.pdf
PDF 1 MB Posted
- Solicitation number
- BD-24-1206-40000-40000-103373
- Issued by
- Suffolk County, Boston City, Massachusetts
About this file
This document is a material specification from the Massachusetts Bay Transportation Authority (MBTA) Maintenance of Way Division for 132# RE End Flare rail sections to be used in conjunction with 115# RE running rail. The new rail sections must meet specific design requirements, including head hardening, milled base, and the ability to be welded by electric-flash butt, oxyacetylene pressure butt, or thermite welding methods. The rail sections are to be provided in 3'-3 1/2" lengths with detailed dimensional specifications for the approach end and drilling. The bidder is responsible for engaging an independent inspection agency approved by the MBTA to ensure compliance with the plans and specifications. Shipment of the materials is to be directed to a specific location in Charlestown, Massachusetts during designated business hours.
Pricing and funding details are not provided in the document. The contract opportunity is for the procurement of the 132# RE End Flare rail sections only, with no mention of any set-asides, incumbent suppliers, or additional project details.
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Other files
| File | Type | Posted |
|---|---|---|
| IFB 93F-24 Bid Document.docx | DOCX document | |
| IFB 93F-24 Minimum Insurance Requirements.docx | DOCX document |
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Text version
MBTA M.O.W. Division Material Specification April. 2024
MASSACHUSETTS BAY TRANSPORTATION AUTHORITY
MAINTENANCE OF WAY DIVISION
TRACK MATERIAL SPECIFICATION
132 RE END FLARE
MATERIALS
New 132# RE End Flare section, heat-treated, head hardened, steel rails with a milled base to be used in conjunction with 115# RE running rail. The new rail shall be capable of being welded by each of the following processes:
A. Electric-flash butt welding method B. Oxyacetylene pressure butt welding method C. Thermite welding
DESIGN
Head Hardened (HH) rails shall conform to the following specifications in the current AREMA Manual for Railway Engineering, Volume 1, Specifications for Steel Rails, Section 4.2.1 through 4.2.1.20. The base of the restraining rail will be milled for attachment of 115# RE running rail as shown on attached MBTA plan number T-e- 112380. The 132# RE End Flare rail shall be furnished straight in lengths of 3'-3 1/2”.
End drilling should be 3 3/32” A.B., 1 1/8” dia. holes, @ 3 1/2” and 9 1/2” end to C.L. In addition, there shall be 2 holes drilled, 1 1/2” dia., at 23” O.C., 3 1/32” A.B. measured 15 1/2” from the end. Approach end to be beveled at 45° beginning 3 5/8” A.B. Head of rail to be beveled at 25° over 24” plane, 3 1/2” from approach end. As shown on MBTA plan number T-e-112380.
This document is for the procurement of 132# RE End Flare only.
INSPECTION
The bidder shall be responsible for engaging the services of a qualified, independent inspection agency, approved by the Authority, for in-plant inspection of the material specified herein. Services shall include visual inspection and physical measurements of the material, as well as review of the plant records to ensure compliance with the plans and specifications. All costs incidental to the inspection services shall be included as part of the bid proposal. Inspection and laboratory reports are to be forwarded to the individual named below for review prior to scheduling the materials for shipment.
MBTA M.O.W. Division Material Specification April. 2024
SUBMITTALS
Prior to fabrication, the fabricator shall submit detailed shop drawings of the restraining rail to the authority for approval. Submit to:
Maintenance of Way Engineer
MBTA
21 Arlington Avenue Charlestown, Massachusetts 02129
SHIPMENT
All materials are to be shipped via motor freight to the following location during the hours (7:00 AM to 1:00 PM Monday through Friday), Conformation of delivery time and date must be given at least twenty-four (24) hours in advance during the same business hours. Shipment shall be directed to the following individual:
Supervisor of Yard Services 21 Arlington Avenue
Charlestown, Massachusetts 02129 (617)222-5290
DELIVERY
To be accepted, the rails delivered to the MBTA shall conform to these Specifications in all respects. Material is at the supplier’s risk until accepted at the specified delivery site by an authorized representative of the MBTA. Material rejected for non-compliance with these Specifications will be returned to the supplier wholly at the supplier’s expense.
3' -3 1/2" I
I I
BEVEL 250
I
31/2,,-L-1-PLANE 24,,-1
I
PLAN VIEW
1 '-6"
4500'0.0"
01 1/2"
3 1 /32"
(TYP. OF 2)
ELEVATION
3 1 /2" 6" 6"
3 3/32"
01 1/8"
01 1/8"
1. RIGHT HAND END APPROACH AS SHOWN;
LEFT HAND OPPOSITE.
2. RAIL TO BE MACHINED IS FULLY
HEAT-TREATED TO BRINELL
HARDNESS # 321-388.
/\ r-- 2500'0.0" ~ r 1 15/16"
I
(j)
END VIEW
SYSTENWIDE
MAINTENANCE
OF WAY
ENGINEERING
MASSACHUSETTS BAY TRANSPORTATION AUTHORITY
TRACK 8T ANDARD
132 LB. AREMA RESTRAINING
RAIL END APPROACH
MASSACHUSETTS BAY TRANSPORTATION
AUTHORITY
-III':
~ of T- ~ Dolo: - ""'loot ~ -- of Way -
HORIZ: 1112"= 1'-0" DES'" DR'" C"'''' ~ T-e-112380
ISSUE
G
DATE: FEB 05
VERT: 1 112" = 1'- (1' DWM DW GJD
OF 1 SHEET 1
FILENAME: Dalai 132 Lb. End Planing I R2OO4
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