Bus Tenders

Details: The Subject of the Public Procurement is the Conclusion of a Contract for Works with a Single Supplier for the Construction of a Temporary Roundabout of Mostní X Frýdecká Streets in the Area of Existing Paved Areas Managed by the Contracting Authority. A Combination of Horizontal and Vertical Markings Together with Traffic Equipment is Used for the Design. Technical Specification: Within the Existing Area, It Is Possible to Place a Mesh with a Max. External Diameter of 19.50 M in Place. The Middle Island Is Designed from Concrete City Block Elements of 1.0 M Length, Which Will Be Placed According to the Trajectories of the Passage of the Longest Vehicle Considered in the Place, Which May Be a Bus of 15.00 M Length or a Semi-trailer. The classic concrete ring road is proposed to be replaced by installing short transverse speed bumps, which will direct passing vehicles (especially passenger and delivery vehicles) to the proposed ring road. The islands at the entrance to the intersection are proposed to be made from a combination of Vdz V4 0.25 and V13, in which a plastic beacon Honor will be placed. The minimum width of the entrance lane to the intersection is designed to be 4.05 m. In the direction of travel from Ul. Mostní to Ul. Pulnicíté, a modification is then designed from City Block elements with a length of 2.0 m, limiting the tangential passage of vehicles in this direction. The proposed solution is graphically shown in drawing number 1. The trajectories of the selected vehicles are shown in drawing number 2. The marking of the traffic signs is shown in drawing number 3. All these drawings are part of the processed project documentation.

Details: Reconstruction of the Existing Footpath on the Left Side of the Road in the Direction of Milčice From the Crossing for Pedestrians at the Pečka Bus Stop, Velké Chvalovice, Width of the Footpath 1.5 M (up to 2.4 M), the Footpath is Transferred to the North Side of the Road by a Place Allowing Crossing (between No. 4 A 5, P. no. 174/3), Pedestrian Crossing Is Proposed Place of intersection with Ul. Ke Dráze (at No. 135, At No. 177) – Connection of the Footpath Route Through the New Path for Pedestrians and Cyclists; New buildings Paths for pedestrians and cyclists on the right side of the road in the direction of Milčice, Width Mainly 2.4 M, Locally Reduced At No. 7, U P. no. 153 On 1.5 MZ Due to the Narrow Profile of the Site (a 130 cm high Railing will be installed) AU No. 198, U P. no. 107/5 Due to the Elevation of the Roadway and the Presence of Existing Exits, Connecting to the Existing Path for Pedestrians and Cyclists by Modifying the Intersection Ul. Ke Hřišti A Ul. Milčická, with a crossing for pedestrians and a crossing for cyclists (at the Chapel of St. John of Nepomuck in Velké Chvalovice); Construction of a Crossing Area at No. 146, U P. no. 205; Lighting Transitions; Directional adjustment of existing communication in Ul. Milčická In the section between Křižovatka S Ul. To The Track And To The Field, Designed About The Width Of 6 MS By Expanding In The Directional Arc; Adjustment of slopes, construction of drainage, execution of vertical and horizontal traffic markings, public lighting and public radio, vegetation adjustments. Note: Sat 105 Dopravní Ostrůvek, Incl. Relevant Parts of Vertical and Horizontal Traffic Markings, Public Lighting (2 Pcs Including Cable Lines) and Vegetation Treatments (Establishment of Approx. 73 M2 of Lawn), Already Implemented and Not Part of the List of Works, Supplies and Services. The performance of works within the framework of Sat 402 and Sat 403 of the network relocation is not the subject of this public order. Part of the performance of the Public Contract is, among other things, the performance of all activities related to the delivery of construction works and constructions, the performance of which is necessary for the proper completion and operation of the work. The implementation of the Public Contract will be carried out in accordance with the principle of "significantly do not harm" (dnsh) in the area of the environment. The Estimated Value Indicated Including the Value of Reserved Changes to Contractual Obligations.

Details: The subject of the public procurement is the conclusion of a contract for works with one supplier for the execution of construction works within the framework of the construction "repair of the surface of the road III/46620 Ostrava, Ul. Martinovská, II. Stage - 1st part". The continuous length of the repair is 1.1 km, while the section of the road III/46620 being addressed is defined from the intersection with Mk Ul. Aleše Hrdličky to the intersection with the local road Ul. Provostní and the local road Ul. 1. Czechoslovak Army Corps in Ostrava. The repair of the road surface will be carried out while maintaining the current directional and width arrangement. The existing asphalt layers will be milled to a depth of 110 mm. Local repairs to the area will be carried out using milling in Tl. 0.05 M, The Road Surface Will Be Cleaned, Subsequently An Infiltration Spray Will Be Applied To The Road And A Base Layer Of ACP Will Be Placed In Thickness 0.05 M. The Cracks Will Be Repaired By Milling The Chamber, Blowing Out Dirt From The Chambers And Subsequent Grouting With Modified Asphalt. Subsequently, The Entire Surface Will Be Cleaned, A Connecting Spray Will Be Applied And A Bed Layer Of ACL Will Be Placed In Thickness 0.07 M. The Laying Of The Bed And Wear Layer Of Sma Will Be Placed In Thickness 0.04 M Will Always Be Carried Out With A Single Longitudinal Working Joint. The Construction Also Includes The Repair Of Bus Stops, To Which The Item Within The Statement Of Measurements "Establishment And Removal Of Temporary Stops" Is Related. The Contracting Authority Notifies The Participants That It Is Necessary To Coordinate The Construction Work With The Construction Intent "Repair Of The Energo Bridge Ev. No. 46620-2..3", The Implementation of Which Is Planned For The Period From 01.06.2025 To 31.08.2025. The Place of Performance Is Road Iii/46620 Martinovská Street In Ostrava, Parcel No. 4426/1, 4426/2, 4427/2, 4427/2, 4427/6, 4428/7, 4428/8 In The Poruba-North Land Registry And Parcel No. 2396/15, 2397/2 And 2402/3 In The Martinov Ve Silesian Land Registry. The Structural Technical Condition Of The Roadway Is Determined In Grades 2 (5%), 3 (35%), 4 (45%) And 5 (15%). As part of the diagnostics carried out to determine the content of Pau, Zas-t3 was found in 2 out of 3 samples, so the contractor will also ensure the implementation of an Ahv analysis. The budget assumes the disposal of a certain amount of hazardous waste (approximately 20% of the total amount). If waste with the designation Zas-t1, Zas-t2 occurs, it can be reused in the curbs, or purchased according to the provisions of the commercial terms and conditions. The contracting authority requires that the participants submit in their bid the statements of measurements in all formats provided within the tender documentation (e.g. formats .xls; .xlxs; .xml) and also the construction work schedule, which will be Annex No. 2 to the contract for the work.

Tender Id: JIRIMUN/BUSPARK/2081-082/NCB-07 | Construction Of Jiri Buspark At Jiri -05

Tender Id: No: CWC/ RO-BPL/ Buss./ Rail Siding Knw/ 2024-25 Date: 20.12.2024-1 | For Utilising Warehouse On Dedicated Basis And Rail Siding Facility On Co-user Permission Basis At Central Warehouse Base Depot Anand Nagar, Khandwa, Madhya Pradesh