Tender For New Construction Of Rudrapur Gauribazar Mukhya Road To Gram Sabha Lohar Tola To Yadav Tola Link Road, deoria-Uttar Pradesh

Tender For New Construction Of Rudrapur Gauribazar Mukhya Road To Gram Sabha Lohar Tola To Yadav Tola Link Road. 1 Earth Work In Cutting Or Embankment In Ordinary Soil Loam, Clay Or Sand In Excavation To Be In The Form Of Regular Pits Not Exceeding 0.5 M In Depth And Earthwork In Embankment To Be 20 Cm Layers Including Ramming And Dressing The Surface To The Required Labvels And Slopes And Also Including 1.5 M Lift And 30 M Lead. The Earth From Cutting To Be Used In Making Embankment Or To Be Deposited As Spoil Banks Within 30 M Distance As Directed By E / I.As Per S.I. No. 253 ( Excluding Gst ) 2 Construction Of Granular Sub-Base By Providing Coarse Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Clause 401. ( Excluding Gst ) 3 Providing, Laying, Wbm Grade-2 With 45-63Mm Size Stone Ballast, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Smooth Roller 8-10 Tonnes In Stages To Proper Grade And Camber, Applying And Brooming, Stonescreening / Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Clause 405.2 ( Including All Taxes Required & I / Chire Charges Of Road Roller ) ( Excluding Gst ) 4 Providing, Laying, Wbm Grade-3 With 22.4-53Mm Size Stone Ballast, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Static Roller 8-10 Tonnes In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening / Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density. Grading 3 As Per Clause 405.3 ( Including All Taxes Required & I / Chire Charges Of Road Roller ) ( Excluding Gst ) 5 Providing And Applying Primer Coat With Bitumen Emulsion On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.75 Kg / Sqm Using Mechanical Means. As Per Techinical Specfication Clause 502 ( Including All Taxes Required But Including Cost Of Bitumen Emulsion ) ( Excluding Gst ) 6 Providing And Applying Tack Coat With Bitumen ( Vg-10 ) Using Pressure Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Bituminous / Granular Surfacetreated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503 ( Including All Taxes Required But Excluding Cost Of Bitumen Vg-10 ) ( Excluding Gst ) 7 Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 13.2Mm, 11.2 Mmaggregates In Proportion Of 2:1 Usingvg-10 Bitumen@ 1.46 Kg Per Sqm To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Smooth Wheeled Roller 80-100 Kn Static Rollar Capacity, Finished To Required Level And Grades To Be Fallowed By Seal Coat As Per Technical Specification Clause 508, Excluding Cost Of Bitumen Grade Vg-10 ( Excluding Gst ) 8 Providing And Laying Seal Coat By Manual Means With Vg-10 Grade Bitumen Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Technical Specification Clause 510 ( Including All Taxes Required And Hire Charges Of Road Roller But Excluding Cost Of Bitumen ) ( Excluding Gst ) 9 Earth Work In Cutting Or Embankment In Ordinary Soil Loam, Clay Or Sand In Patries Onboth Side Of Road Including Ramming Dressing Required To Proper Completion Of Work Including All Labour T&P Etc All Complete. As Per S.I. No. 253 ( Excluding Gst ) 10 Brick Edging 8 Cm Wide On Both Sides Of The Road By M- 150 Bricks Complete As Perpwd Detailed Specification No 20.15 ( Excluding Gst ) 11 Hume Pipe Culvert 350Mm Dia 2 No , 600Mm Dia 1 Noexcavation Of Foundation In Ordinary Soil Including Lift Upto 1.50M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavation Earth Into Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Direction Byi / E Up To A Distance Of 30M From The Foundation Trench As Per S.I No 250 ( Excluding G.St ) 12 Concrete With 4 Cms Gauge Brick Ballast Fine Sand Of 1.25 Fineness Modules And Cement In The Ratio 8:4:1 In Foundation And Under Floors Including Supply Of All Materials, Labour, T&P Etc Required For Proper Completion Of The Work As Per Si No-275 13 P.P.Cwork With Cement Approved Coarse Sand 20 Cm Guage Approved Stone Ballast In The Propostion Of 1:2:4 In Lintel Of Doors And Windows Etc And Bed Plates Excluding The Supply Of Reinforcement And Its Bending And Including Providing And Fixing Necessary Centering And Suttering And Removal After Completion Of The Work &Supply Of All Other Material Labours And T&P ( Etc Required For The Proper Completion Of The Work S.Ino 284 ( Excluding Cost Of G.S T ) 14 Supply Of 600 Mm Dia Np-3 Hume Pipes 15 Laying Of600 Mm Dia Np-3 Hume Pipes 16 Supply Of 350 Mm Dia Np-3 Hume Pipes 17 Laying Of 350 Mm Dia Np-3 Hume Pipes

INR 2950 /-

INR 478000.0 /-

INR 55.59 Lakhs /-