Material Specifications. Equipment material specifications may vary between cities, counties, schools and states. Each Participating Entity will provide required specifications to include, but not be limited to, acceptable material, finish, diameters, thickness, gage, and angles of all components when placing orders or as necessary.
Material Specifications. A. Chain Link Fence with Post: Chain link fence with post construction will be in accordance with details shown on work orders and per Standard Plan 600-1 and 600-1-OC and as directed by County’s Project Manager.
1. Chain link fence with post will have a fabric width and height as shown on the work orders or as directed by County’s Project Manager. Chain link fence with post will conform to provisions in Subsection 304-3, “Chain Link Fence” of the Standard Specifications and these Specifications.
2. All removed materials including fence, posts and vegetation will become property of Contractor. Contractor will be responsible for disposal of material outside of project right- of-way. Contractor will make all arrangements for disposal of material at off-site locations.
3. Measurement and payment for Chain link fence with post will be in accordance with Subsection 304-3.4, “Measurement and Payment” of the Standard Specification, except as noted in these Specifications.
4. Compensation for conforming to chain link fence with post requirements will be considered as included in the compensation for the item of work involved and no additional compensation for chain link fence with post will be provided by the County and District.
a. Providing all traffic control
b. Removing and disposing of damaged chain link fencing and posts
c. Construction of concrete post footings
d. Providing and installing new chain link fencing and post
e. Furnishing all labor, materials, tools, equipment and incidentals necessary to perform work
B. Chain Link Fence without Post: Chain link fence without post construction will be in accordance with details shown on work orders and per Standard Plan 600-01 and 600-01-OC and as directed by County’s Project Manager.
1. Chain link fence without post will have a fabric width and height as shown on the work orders or as directed by County’s Project Manager. Chain link fence without post will conform to provisions in Subsection 304-3, “Chain Link Fence” of the Standard Specifications and these Specifications.
2. All removed materials including fence and vegetation will become property of Contractor. Contractor will be responsible for disposal of material outside of project right-of-way. Contractor will make all arrangements for disposal of material at off-site locations.
3. Measurement and payment for Chain link fence without post will be in accordance with Subsection 304-3.4, “Measurement and Payment” of the Standard Specification, except as note...
Material Specifications. In order to obtain minimum standards for the development of the bus terminal components, various materials are specified for selected items of works. The concessionaire shall use the material specified in the table below for the construction of the bus terminal and the ancillary facilities. 1 Flooring / Skirting / Dado Offices, Stores, Waiting Halls, Dormitories, Rest Rooms Stores, Dormitories, Rest rooms: · Flooring: Vitrified tiles with minimum size of 60cm x 60cm · Skirting: 10.0 cm high of Vitrified tile Waiting rooms, Offices: · Flooring: Vitrified tiles · Skirting: 10.0 cm high of Vitrified tile B Passenger Circulation Area and Canteen/ Restaurant, Shops, Booths Flooring: Vitrified tiles with minimum size of 60cm x 60cm Skirting: 10.0 cm high skirting of Vitrified Tiles Dado: 135 cm high dado of Vitrified Tiles Passenger Platform Rough Kota Stone with minimum size of 60cm x 60cm (38 mm thick) Staircase With unpolished granite (15 mm thick) C Toilet Blocks Flooring: Granite (12 mm thick) Skirting: 10.0 cm high skirting of Granite Dado: 135 cm Granite/dado up to lintel height D Bus Ticket Counter, Enquiry Counter, Reservation Counter, Information Centre Top, Wash Basin Slab Tops in and table tops of Kitchen/Pantry Polished Granite (38 mm thick) in single piece as far as possible. E Electric Sub Station/Generator Room Ironite Flooring (50 mm thick) F Kitchen/Pantry Flooring: Granite stone (38 mm thick) with stone size 60 cm x 60 cm Skirting: 10.0 cm high skirting of Granite stone (38 mm thick) Dado: 47.5 cm high dado of Granite stone (1.5’’ thick) above the counter top G Ramp With rough Kota Stone/staggered granite (38 mm thick) H In general Flooring : 50mm thick Cement Concrete— M35 grade Skirting : 30cm high skirting of Polished Kota Stone (38 mm thick) I Basement Cement Concrete Flooring A Brick Walls, Concrete members connected with brick work Walls shall be in cement mortar (1:4) plastered (12mm thick inside face and 20mm thick external face) and painted with oil bound distemper above skirting / dado after applying of putty, primer to give a perfect even surface B Reinforced Cement Concrete RCC slab ceilings shall be plastered with 12 mm thick in CM 1:4. Columns in the platform area shall have faulted vertical surfaces painted in sandtex matt cement paint of Dholpur stone colour shade. (Painting shall be done after the 12 mm thick cement plaster 1:4 mix) C Internal Finishing of the Terminal Building 12 mm thick cement plaster 1:4 mix and shall be p...
Material Specifications. The backfill for timber poles shall consist of material excavated from the pole site.
Material Specifications. (a) The Contractor shall provide Goods supplied under this Contract in accordance with Material Specifications, Attachment 1- Drawings for Post Mounted Signs on Breakaway Sign Supports, and Attachment 2 - Metal Signposts.
(b) The minimum number and size of material samples per Contract item that are required by the Client Agency are listed in the “Minimum Schedule for Acceptance Testing” contained in the “DOT” Materials Testing Manual. The acceptance methods used to determine compliance with the Contract are also listed. All items on Contract has been physical tested in accordance with the test standards at the time of award. Any Good not listed in the “Minimum Schedule for Acceptance Testing” or Contract will be sampled and tested or certified or both, as directed by the Client Agency. Electronic copies can be accessed at: xxxxx://xxxxxx.xx.xxx/DOT/Office-of- Construction/Material-Testing
(c) Certification may be used as the basis for approval of such materials as the Contract documents specify. Regarding such materials, the Contractor shall furnish a Certified Test Report (CTR) or Materials Certificate (MC) or both, in accordance with 1.06.07 of the Form 818 for each type of material, as may be required in the “Minimum Schedule for Acceptance Testing.” The Contractor shall bear any costs involved in furnishing the CTR and MC.
(d) The Contractor shall furnish the Certified Test Report and Materials Certificate required by the Contract and the “Minimum Schedule for Acceptance Testing” contained in the Department’s Materials Testing Manual. The Contractor shall provide the Certified Test Report and Materials Certificate indicating that the material meets the Contract requirements with each shipment.
Material Specifications. All Qualified Products sold by Sun to GPI will comply with the material specifications attached hereto as Appendix D and incorporated herein by reference (“Specifications”).
Material Specifications. All traffic signal structure components shall be furnished by the Vendor. All traffic signal structure components shall be hot dipped galvanized and/or powdercoated to resist corrosion. All structural components shall meet the latest TXDOT Dallas District traffic signal pole and mast arm specifications.
Material Specifications. As a general matter, all Material Specifications shall be proposed by PPG but are subject to final comment and revision and written approval by UDC. Once approved, the Material Specifications for a given OLED Chemical or Intermediate may be changed only by written agreement of the Parties, which agreement in the case of PPG shall not be unreasonably withheld. The Parties shall endeavor to establish and agree upon changes to the Material Specifications in a manner designed to ensure that all Products are of high quality and purity, are fit for use in connection with OLEDs, and can be manufactured at a commercially reasonable price; provided however that the Parties are only agreeing to use their good faith efforts to achieve the foregoing goals and, subject thereto, neither Party makes any representation or warranty with respect to the Material Specifications. With respect to Development OLED Chemicals that are the subject of Process Development, the Parties shall in good faith attempt to agree upon the Material Specifications for such Development OLED Chemicals as part of the Process Development work. The Parties acknowledge that they will promptly and in good faith agree upon a representative Material Specification in a mutually acceptable format.
Material Specifications a. Steel plates or coils - The pipe shall be fabricated out of steel plates or strips of fresh mild steel coils (HR coils) conforming to IS 2062, and having minimum specified tensile strength of 410 MPa. The steel plates for fittings, specials and stiffeners shall be of mild steel conforming to IS 2062.
b. Welding consumables - such as electrodes, filler rods and wires shall conform to IS 814, IS 3613, IS 6419 and IS 7280.
Material Specifications hhhhhhhhhhhhhhhhhhh. The curing compound applied to the surface of the foundation shall be of the membrane type with ASTM designation C 309 Type 2.
