Brief Description of Works Sample Clauses

Brief Description of Works. The channel shall be dredged to maintain 2.0 m depth below the Datum (water level) at the time of post-dredging survey and shall have a minimum bottom width of 45 m (excluding tolerances) The dredging at Lot No 8 and in vicinity of all the Jetties is to be done as per the requirement of that location. The contractor shall be liable to bear the expenditure of all manpower, material and equipment required for the work at his cost. The Contractor must, therefore, have thorough knowledge about the work prior to submission of his rates. No extra claim in this regard shall be entertained once the contract has been awarded
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Brief Description of Works. The Dedicated Freight Corridor of India Limited (DFCCIL) (hereinafter referred to as “the Employer”) intends to prequalify contractors and/or firms for design and construction of Contract Package CTP-3A(R ). It is intended to carryout the work of special Steel Bridges across river Mahi near Vadodara and across Sabarmati river near Ahemdabad including Bridge approaches of 150m length from abutments on both sides of bridges, guide bunds and protection works, the approximate length of these bridges are 585 and 536.25 m respectively. The said two bridges are located in Vadodara and Ikbalgarh section of phase-I(Vadodara-Rewari) of Western Dedicated Freight Corridor (WDFC). Bridges and their approaches are to be constructed for double line electrified track with 2X25KVAC, 50Hz, Over head Catenary system capable of operating at a maximum train speed of 100kmph.Formation and Bridge Structures are to be provide for 32.5 tonnes axle load. Prequalification will be conducted through prequalification procedures specified in the Guidelines for Procurement under Japanese ODA Loans, March 2009. Further, Eligible Nationality for an Applicant and all partners constituting the Applicant shall be the following;
Brief Description of Works. The Dedicated Freight Corridor of India Limited (DFCCIL) (hereinafter referred to as “the Employer”) intends to prequalify contractors and/or firms for design and construction of Contract Package CT P-11. The stretch for Packages 11 (JNPT – Vaitarana) is 102 km long and is basically located along JNPT – Panvel – Diva – Vasai road of Central Railway and Vasai Road – Vaitarana Section of IR Western Railway. Detours have been planned at Kundevahal (1.5 km), at Datival (4.04 km) and at Vasai (16.8 km). About 78% of the proposed DFC alignment between JNPT and Vaitarana is passing parallel to the existing IR Central and Western Railways and the remaining 22% of the alignment is passing through detours. Construction of 8 nos. of Special Steel Bridges located within the route of Packages 11, including their approaches of 200m/100m length from abutments on both sides (except for the bridges forming part of viaducts) of the bridges, has been planned to be taken up under separate contract namely Packages 15A as ‘Open Web Welded Through Truss Bridges’ and is excluded from the Scope of Work of Package 11. However, the necessary track work for these 8 nos. of Special Steel Bridges and their approaches on both sides have been included in the Scope of Work for Packages 11. The contractor shall undertake the design, construction, manufacture, supply, installation, testing and commissioning of the Civil, Structures, Buildings and Track works including and without limitation, the design, construction and removal of any Temporary Works.
Brief Description of Works. The channel shall be dredged to develop and maintain a bottom width of 40 m (excluding tolerances) & 2.5 m depth below observed depth (not reduced depth) at the time of post-dredging survey, at shoals identified by the Engineer-in charge (EIC) through entire length along the specified river length. At bends, the proposed channel width would be 10m extra. The side slopes of dredged channel shall be 1:5 or as naturally formed. The Contractor shall submit a detailed method statement of his proposed dredging activities and obtain approval of Engineer prior to commencement of works. Payment shall only be released for depth of cut of 2.5 m and bottom width of 40 m including tolerances and no further additional payment / claim shall be considered. The quantity of dredging is to be ascertained by the bidders as per the site conditions / own resources / and may also take into consideration the data available with IWAI. The Bidder shall inspect and ascertain himself details of horizontal & vertical clearances available at bridges / locks etc. within the National Waterway from the view point of safe mobilisation / demobilisation of their various equipment to the specified dredging locations. Available information in this regard will be provided to the Bidder by the Authority on request. The contractor shall be liable to bear the expenditure of all manpower, material and equipment required for the work at his cost. Contractor must, therefore, have thorough knowledge about the work prior to submission of his rates. No extra claim in this regard shall be entertained once the contract has been awarded. On completion of Pre-dredging survey of the shoal area, the Contractor has to calculate the dredging quantity w.r.t design channel and also with respect to (w.r.t) tolerance by using Xxxxxxx‟s Rule for area calculation and the volume shall be calculated based on Trapezoidal Rule and same is to be submitted to Engineer in 3 sets. The Pre-Dredging survey chart (5 copies) along with estimated quantity of dredging shall be submitted to Engineer within 7 days of completion of field survey work and obtain approval of Engineer for the dredging alignment and levels before commencement of dredging at each shoal.
Brief Description of Works. The contractor shall provide Security service by providing Security Guards at different places in the office Premises according to the requirement to be intimated to the contractor in writing or otherwise by authorized officer(s) of EXIM BANK from time to time. The contractor shall ensure safety of properties, personnel and vehicles of EXIM BANK by deploying Security Guards round the clock in three shifts of eight hours. The tenderers must get themselves fully acquainted with the location of office premises before submission of e-tender.
Brief Description of Works. This Invitation to Offer is for the supply and delivery of proprietary inground feature light housings. The light fittings are proprietary and must be sourced from “Digilin” or their approved distributors. Description Quantity

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  • Description of Work that has been omitted or

  • Work Description T-804 Opening Roads - Removal of closure devices, cleaning ditches, removing berms, and blading the traveled-way T-811 Closing Roads - Water bar frequency per BMPs for remainder of road T-811 Closing Roads - Engineering Rep. or Construction Inspector must be notified prior to performing closeout 76A Single Lane / Level 1 76 0.00 Ending 0.70

  • SERVICE LEVEL DESCRIPTION The Fund Accounting Agreement is hereby amended by deleting the Service Level Description attached thereto and replacing it in its entirety with the Service Level Description attached hereto.

  • System Description The wet detention basin is designed to trap 80% of sediment in runoff and maintain pre-development downstream peak flows. The basin has two forebays (smaller ponds) located at the low end of two grass xxxxxx. In addition to runoff conveyance, the grass xxxxxx also allow infiltration and filtering of pollutants, especially from smaller storms. The forebays are each 4 feet deep. They are connected to the main pool by 18 and 24-inch metal pipes that outlet onto a rock chute. The forebays will trap coarse sediments in runoff, such as road sands, thus reducing maintenance of the main basin. The main pool will trap the finer suspended sediment. To do this, the pond size, water level and outlet structures must be maintained as specified in this Agreement (see Figures 1, 2 and 3). The main basin receives runoff from a 67.1 acre drainage area (41.2 acres within the subdivision and 25.9 acres off-site drainage coming from the east). During high rainfall or snow melt events, the water level will temporarily rise and slowly drain down to the elevation of the control structure. The water level is controlled by a 12-inch concrete pipe extending through the berm in the northwest corner of the basin (see Figures 1 and 3). On the face of the 12-inch pipe, there is metal plate with a 3-inch drilled hole (orifice) with stone in front of it. This orifice controls the water level and causes the pond to temporarily rise during runoff events. Washed stone (1- 2” diameter) is placed in front of the orifice to prevent clogging. High flows may enter the grated concrete riser or flow over the rock lined emergency spillway. “As-built” construction drawings of the basin, showing actual dimensions, elevations, outlet structures, etc. will be recorded as an addendum(s) to this agreement within 60 days after [Municipality Name] accepts verification of construction from the project engineer.

  • Project Description In two or three brief sentences, provide a concise description of your exhibition. Include the subject matter, type of objects to be included (paintings, sculpture, manuscripts, etc.), those responsible for organizing the exhibition, and catalogue author(s).

  • Service Description 2.1 General

  • Detailed Description of Services / Statement of Work Describe fully the services that Contractor will provide, or add and attach Exhibit B to this Agreement.

  • Program Description The employer agrees to provide a vision benefit to eligible employees and dependents. The vision benefit provided by the State shall have an employee co-payment of $10 for the comprehensive annual eye examination and $25 for materials.

  • Location of Work The Executive shall be based in the United States in West Orange, New Jersey. However, the Executive agrees to undertake whatever domestic and worldwide travel is required by the Company. The Executive shall not be required or permitted to relocate without the mutual, written consent of the Executive and the Company.

  • Service Descriptions Credit Card processing services: Global Direct’s actions to the appropriate card associations and/or issuers (e.g., Visa, MasterCard, Diners, Discover); settlement; dispute resolution with cardholders’ banks; and transaction-related reporting, statements and products. Debit/ATM Processing Services: Global Direct has connected to the following debit card networks (“Networks”): Accel, AFFN, Interlink, MAC, Maestro, NYCE, Pulse, Star, and Tyme. Global Direct will provide Merchant with the ability to access the Networks that Global Direct has connected to for the purpose of authorizing debit card transactions at the point of sale from cards issued by the members of the respective Networks. Global Direct will provide connection to such Networks, terminal applications, settlement and reporting activities. EBT Transaction Processing Services: Global Direct offers electronic interfaces to Electronic Benefits Transfer (“EBT”) networks for the processing of cash payments or credits to or for the benefit of benefit recipients (“Recipients”). Global Direct will provide settlement and switching services for various Point of Sale transactions initiated through Merchant for the authorization of the issuance of the United States Department of Agriculture, Food and Nutrition Services (“FNS”) food stamp benefits (“FS Benefits”) and/or government delivered cash assistance benefits (“Cash Benefits, ”with FS Benefits, “Benefits”) to Recipients through the use of a state-issued card (“EBT Card”). With respect to Visa and MasterCard products, Merchant agrees to pay and Merchant's account(s) will be charged pursuant to Section 5 of this Agreement for any additional fees incurred as a result of Merchant's subsequent acceptance of transactions with any Visa or MasterCard product that it has not elected to accept.

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