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
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. 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. 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 CSTIGC-0100-BLK, DIGILIN INGROUND LUMINAIRE INSTALL CANNISTER, BLACK PLASTIC 400 Council will not accept any alternative product.
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 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;
