Tenders Are Invited For Roads Of Road Surfaces in Poland

Work Detail

Part 1 - Making Roadside Ditches With Culverts And Cutting Of The Roadsides Basic Scope: Mechanical Earthworks- Excavations And Excavations Performed With Excavators For Layout, Category Iii-Iv- 350 M3- Spreading With Soil Bulldozers Extracted From Linear Excavations, Up To 1 · M3 Of Soil Lying Along The Edge Along The Edge Along The Length Of 1 · M -Iv- 25 M3- Earthworks With Excavators With Transport Of Spoil With Self-Component Cars Up To 2 · Km, Category Iii-Iv- 80 M3- Supplementary Expenditures For Each Further Started 0.5 · Km Transport Distances, Over 2 · Km Areas Or Dirt Roads, Category Iii-Iv. - 20 M3- Other Work With An Excavator 0.15-0.25M3 Not Included In Item 1.1 To 1.4- 300 Hours- Robots Performed With Self-Propelled Equations- 180 Hours Of Road Culverts- Tube Culverts Under Downhill, Hdpe Pipes Fi 60 · Cm, Including A Trench For The Building And Backfilling With Thickening, At The Medium Depth Of The Ditch Up To 1.00M . - 6 M- Tubular Culverts Under Downhill, Front Walls For Pipes Fi 50 · Cm- 2 Pcs- Turning, On The Wall (To The Chop) With Dimensions Of Flakes 30X30 · Cm/ Abutment, Turf/- 10 M2- Tube Culverts Under Downhill, Pipes Hdpe Notching Fi 40 · Cm, Including A Trench For The Building And Backfilling With Thickening, At The Medium Depth Of The Ditch Up To 1.00M. - 12 M- Pipe Culverts Under Downhill, Front Walls For Pipes Fi 40 · Cm- 2 Pcs- Cleansing Of Silt Of Tubular Culverts, Silting Up To A Height Of 2/3 In Diameter. - 90 M Cutting Roadside- Cutting Roadside, Thickness Up To 10 · Cm, With Transport Of Spoil Up To 2 Km- 1,000 M2. The Detailed Scope Of Works Is Determined By The Following Documents: 1) Technical Specification Of The Execution And Acceptance Of Works, 2) Issues Of Works. Equivalent Solutions: Specified In The Bill Of Quantities, St Types Of Materials And Devices Are Given To Determine The Minimum Technical Standard. The Contractor Has The Right To Replace Them By Materials And Devices With At Least Equivalent Technical Parameters, Provided That The Assumed Technical Standards Are Achieved. The Contractor Proposing The Equivalent Materials And Devices Is Responsible For Checking The Possibility Of Their Use In The Implementation Of The Subject Of The Contract In Every Respect (Including E.G. Properties, Dimensions, Weight, Manner Of Transport And Assembly). The Easement Who Cites Equivalent Solutions Is Obliged To Demonstrate, That The Solutions He Offers Meet The Requirements Set By The Contracting Authority. In This Case, The Contractor Attach To The Offer A List Of Equivalent Solutions Along With Its Description Or Standards. Building Materials Used To Perform The Subject Of The Contract Must Meet The Requirements Of Art. 10 Of The Act Of 7 July 1994 Construction Law. The Contractor May Apply Other Grounds For The Unit Price (Knr Items) Than Given By The Ordering Party While Maintaining The Scope Of Works Covered By A Given Item. Each Item In The Offer Cost Estimate Should Be Valued Separately. The Unit Pri

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