The Road Is Planned To Be Reconstructed On Sections 1,846 And 1,201 Meters Long. The Following Road Structure Was Designed: Section I-1846.00 M.• Substructure Made Of Aggregate 0-63 Gr. 20 Cm After Compaction• Aggregate Surface 0-31.5 Gr. 10 Cm After Compacting With Fine Aggregate 0-4 Or 0-8. Section Ii - 1210.00 M • Drainage Layer Made Of Gravel, Thick. 10 Cm After Compaction • Aggregate Base 0-63 Gr. 20 Cm After Compaction• Aggregate Surface 0-31.5 Gr. 10 Cm After Compacting With Fine Aggregate 0-4 Or 0-8. With The Following Parameters: • Road Width 3.50 M - Roof Cross-Slope 3% • Roadside Width 0.75 - Cross-Slope On A Straight Section 6% • Road Crown Width 5.00 M Aggregates From The Following Types Of Rocks Are Allowed For The Construction Of The Base And Surface: Quartzite, Basalt, Dolomite Aggregates, Devonian Limestone. The Use Of White Jurassic Limestone Stone Materials Is Not Allowed. The Following Elements Have Been Designed Along The Road Route: Section I-1846.00 Mb. +360 L,• At Km 0+660 P,• At Km 0+960 L,• At Km 1+240 P,• At Km 1+540 L• At Km 1+830 P – Maneuvering Areaparameters Of Passing Areas:• Road Width 3.00 M - Transverse Slope 3% • Length 23.00 M • Slope 1:7 - Length 21.00 M It Is Allowed To Change The Location Of The Passing Loop, Provided That A Distance Of Up To 300 M Is Maintained Between Them, Provided That This Change Is More Beneficial For The Investor, E.G. Less Deforestation, Better Visibility.2. Crossroads Rounded With Arcs With A Radius R - 12.00 M:• Km 0+442• Km 0+802• Km 1+203• Km 1+576• Km 1+823Intersection Parameters:• Road Width 3.50 M - Cross-Roof Slope 3%• Roadside Width 0.75 M - Transverse Slope 6%• Road Crown Width 5.00 M3. Horizontal Curves /Widenings/:• In Km 0+971.98 - 1+007.70 Right-Side Widening 1.70 M, Transition Straight 30 M, One-Sided Slope 5%, Left Side Roadside 5%, Right Side 8%• In Km 1+187.14 – 1+214.13 Left-Side Widening 2.7 M, Transition Straight 30 M, One-Sided Slope 5%, Left Side Roadside 8%, Right Side 5%• At Km 1+301.83 – 1+334 .89 No Widening, Slope On Both Sides 3%, Left Side Roadside 6%, Right Side 6%• At Km 1+410.68 - 1+451.36 Left-Side Widening 0.25 M, Transitional Straight 25 M, One-Sided Slope 3% , Left Side Roadside 6%, Right Side 3%• At Km 1+503.07 – 1+539.85 Right Side Widening 0.50 M, Transitional Straights 25 M, One-Sided Fall 3%, Left Side Roadside 3%, Right Side 6 %• At Km 1+568.89 - 1+592.73 Left-Side Widening 0.25 M, Transition Straight 25 M, One-Sided Slope 3% Left Side 6 %, Right Side 3 %• At Km 1+632.96 – 1+664.66 No Widening, Slope On Both Sides 3%, Left Side 6%, Right Side 6%4. Evaporation Tanks - 2 Pieces• Km 1+520 Left And Right Side (Bottom Dimensions 2.0 M X 2.0 M, Depth 1.5 M /Slope Inclination 1:2/, Top Dimensions 8.0 M X 8, 0 M) Together With Supply Ditches 20 M + 20 M + 3 M5 Long. Maneuvering Area At Km 1+830 P, Dimensions: 25.00 X 30.00 With A 1:1 Slant. Passes, Intersections, Widenings On The Curve And The Maneuvering Area Should Be Fully Constructed: • Substructure Made Of Aggregate 0-63 Gr. 20 Cm After Compaction• Aggregate Surface 0-31.5 Gr. 10 Cm After Compacting Preferably With Fine Aggregate 0-4 Or 0-8.6. Rowy• Along The Road At Km 0+010-1+075 On The Right Side; 0+010-1+190 Left Side And Transverse Ones At Culverts Located Under The Road Crown, 20.00 M Each. 7. Culverts • Under The Road Crown, 60 Cm In Diameter, With End Walls, Placed On A Bench Made Of Aggregate 0-31.5 Gr. 20 Cm At Km 0+140;0+847;1+033• Under Slopes With A Diameter Of 40 Cm With Front Walls, Placed On A Bench Made Of Aggregate 0-31.5 Gr. 20 Cm At Km 0+442;0+802 Culverts Should Be Made Of Plastic Pipes With Peripheral Stiffness Sn 8. Section Ii - 1201.00 M.1. Passing Pipes In The Amount Of 5 Pcs.:• At Km 0+110 L,• At Km 0+410 P, • At Km 0+675 P, • At Km 0+975 L, • At Km 1+150 P, Passing Parameters: • Road Width 3.00 M - Transverse Slope 3% • Length 23, 00 M• Slope 1:7 - Length 21.00 M It Is Allowed To Change The Location Of The Passing Loop, Provided That A Distance Of Up To 300 M Is Maintained Between Them, Provided That This Change Is More Beneficial For The Investor, E.G. Due To Less Deforestation, Better Visibility.2. Crossroads Rounded With Arcs With A Radius R - 12.00 M:• Km 0+083• Km 0+243• Km 0+487• Km 1+179Intersection Parameters:• Road Width 3.50 M - Cross-Roof Slope 3%• Roadside Width 0.75 M - Transverse Slope 6% • Road Crown Width 5.00 M3. Horizontal Curves /Widenings/:• At Km 0+423.94 - 0+667.89 No Widening, Slope On Both Sides 3%, Left Side 6%, Right Side 6%• At Km 0+968.71 - 1+007 .02 Right-Side Widening 1.10 M, Transitional Straight 25 M, One-Sided Slope 3%, Left Side 3%, Right Side 6%• At Km 1+011.32 - 1+060.82 No Widening, Slope On Both Sides 3% , Roadside On The Left Side 6%, On The Right Side 6%4.Maneuvering Area At Km 0+015 Dimensions 25.00 X 30.00 With A 1:1 Slant. Passes, Intersections, Widenings On The Curve And The Maneuvering Area Should Be Constructed As A Full Structure: • Drainage Layer Made Of Sand Gravel. 10 Cm After Compaction • Aggregate Base 0-63 Gr. 20 Cm After Compaction• Aggregate Surface 0-31.5 Gr. 10 Cm After Compacting With Fine Aggregate 0-4 Or 0-8.6. Ditches • Along The Road At Km 0+870-1+000 On Both Sides And Transverse Ditches At The Culvert Located Under The Road Crown, 20.00 M Long.7. Culverts• Under The Road Crown, Diameter 60 Cm, With End Walls, Placed On A Bench Made Of Aggregate 0-31.5 Gr. 20 Cm At Km 0+920 The Culvert Should Be Made Of Plastic Pipes With Peripheral Stiffness Sn 8. The Road Grade With Appropriate Transverse Slopes And Drainage Elements Will Ensure Road Drainage. 2. Equivalent Solutions. 1) The Ordering Party Allows Including In The Offer And Then Using Equivalent Solutions - Involving The Use Of Materials And Devices Other Than Those Specified In The Design Documentation, Provided That All Parameters Are Not Worse Than Those Specified In This Documentation. In Such A Situation, The Ordering Party Requires The Submission Of Documents Containing A Description Of The Materials And Equipment Proposed By The Contractor As Equivalent. The Contractor Relying On Equivalent Solutions Must Demonstrate (Prove) That The Offered Materials And Devices Meet The Requirements Specified By The Ordering Party In The Documentation. In The Event Of Offering Equivalent Materials Or Techniques For Performing Construction Works, The Contractor Must, Together With The Oferta Form, Present The Offered Materials Or Techniques For Performing Construction Works And Attach Documents Confirming Technical Parameters And A Comparative Analysis, Which Clearly Shows That They Are Fully Equivalent To Solutions Indicated In The Procedure Documentation. If The Contractor Does Not Submit Documents Regarding The Use Of Other Materials And Devices In His Offer, It Is Understood That The Materials And Devices Proposed In The Technical Documentation For This Procedure Were Included In The Calculation Of The Offer Price. The Term Parameters Means Functional And Quality Properties (Including Compliance With The Standards Referred To In The Documentation Describing The Subject Of The Order), Intended Use, Materials, Safety And Durability. In The Case Of Offering Equivalent Solutions Referred To Above - The Offer Must Be Accompanied By Documents (E.G. Technical Descriptions, Catalog Cards, Declarations Of Conformity) Describing The Proposed Materials And Devices To Confirm That The Use Of The Materials And Devices Proposed By The Contractor As Equivalent Meets Requirements Specified By The Ordering Party.2) The Ordering Party Allows Solutions Equivalent To The Standards, Technical Assessments, Technical Specifications And Technical Reference Systems Described In The Order Documentation, In Accordance With Art. 101 Section 4 Of The Public Procurement Law. A Detailed Description Of The Order Includes: - Design Documentation (Annex No. 10); - Technical Specification For The Execution And Acceptance Of Construction Works (Annex No. 11). The Detailed Scope Of Work Is Included In The Bill Of Quantities (Annex No. 12), However, The Bill Of Quantities Is Only Of Auxiliary Nature, Enabling The Contractor To Estimate The Planned Works. The Investor Does Not Expect To Increase The Scope Of Works Beyond What Was Included In The Bill Of Quantities And The Technical And Land Development Description. The Subject Of The Order Must Be Carried Out In Accordance With The Design Documentation, The Technical Specification For The Execution And Acceptance Of Works And The Bill Of Quantities Constituting Annexes To The Swz.
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