Tenders Are Invited For Delivery Of A Stone Mixture And Providing Services With A Equal And Roller For Renov ... in Poland

Work Detail

The Subject Of The Order Is The Supply Of A Stone Mix And The Provision Of Services With A Dormitory And A Roller For Renovations And Ongoing Road Repair In The Commune And City Of Odolanów In 2025 Departing Description Of The Subject Of The Contract: The Subject Of The Contract Are Robots Involving The Ongoing Maintenance And Repair In The Commune And City Of Odolanów. Depending On The Needs The Contracting Authority, On An Individual Order, Will Carry Out Individual Partial Orders. Particular Orders Ordered, Regarding Individual Road Sections, Should Be Carried Out Immediately No Later Than Within 7 Days From The Day On Which The Contractor Was Commissioned. The Order Of The Order Will Take Place Successively, Based On Orders In Which The Roads To The Equation, Profiling And Rolling, Supplementing Crushed Stone. Equalization Of Ground And Crushing Paths Includes The Following Partial Works: 1. Equation Of Ground And Crushing Paths Without The Use Of A Stone Aggregate Or With Filling Cavities With Stone Aggregate. 2. Roading Of Roads 3. Purchase And Delivery Of A Stone Aggregate To The Indicated Place For Its Built -In - In The Commune And City Of Odolananada 1. The Equation Of Ground And Criminal Roads Without The Use Of A Stone Aggregate Is Aimed At Eliminating Pillows And Other Cavities, As Well As A Correction Of The Transverse Profile To Enable The Drainage Of Water From The Crown Dear, Material From The Road Surroundings. The Works Should Be Performed With Equations. The Measurement Unit Is 1M2 Of The Equal Road With A Width Of A Maximum Of 4M. The Expected Road Area To The Mechanical Equation Is 316,000.00 M2. The Leveling Of Ground And Criminal Roads With Filling Cavities With Stone Aggregate Consists In The Liquidation Of Bumps And Other Unevenness By Spreading Stone Aggregate. Works Can Be Performed With Equations. The Measurement Unit Is 1 T Of The Split Aggregate. The Estimated Amount Of Aggregate For Built -In Is 2,500 Tons. Ad 2. The Rolling Is Aimed At Compacting The Soil Or Other Aggregate. It Covers A Roller Ride Several Times With A Weight Of Min. 3-5 Tons To Obtain Proper Compaction Of The Surface. For Proper Density, It Is Understood As Obtaining A 1.0 Indicator. The Measurement Unit Is 1 M2 Of 4M Width Rolled Road. The Expected Maximum Rolling Road Area Is 316,000.00 M2.Ad 3. Building A Stone Aggregate On Behalf Of And In Agreed With The Ordering Party In Quantity (T). Order Conditions: 1. The Works Should Be Successfully Carried Out According To The Needs Of The Ordering Party For A Written Report, By E -Mail Or Telephone, In Which The Employer Will Specify The Location, Type, Scope, Order And Date Of Performance. 2. The Contractor Is Obliged To Ensure Such An Organization Of Works That Will Minimize The Nuisance Related To The Works Performed For Local Residents And Companies And To Organize The Area After Completing Works, With Particular Emphasis On Entrances To The Property. 3. The Contractor Shall Bear All Additional C

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