Tender For Civil Works - Rahtol Se Barahi - Providing Earthwork In Embankmentwith Approved Material Up To 100 Meter Lead , Laying In 15 Cm Thick Compacted Layers, Breaking Clods, Dressing To Required Lines, Curves , Grade & Section, Watering And Compact, sambhal-Uttar Pradesh

Tender For Civil Works - Rahtol Se Barahi -Providing Earthwork In Embankmentwith Approved Material Up To 100 Meter Lead , Laying In 15 Cm Thick Compacted Layers, Breaking Clods, Dressing To Required Lines, Curves , Grade & Section, Watering And Compactionto Meet Requirements As Per Mord Specification Clause 302 ( I ) .Earth Work Si No-253 ( A ) 2 Providing & Laying Granular Sub-Base By Wellgraded Material Grade-I, Spreading In Uniform Layers With Motor Grader On Prepared Surface Mixing By Mix In Place Method With Rotavator At Omc, And Compacted With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401 Of Mord [ Sir No 4.1 ] 3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smoothwheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening / Binding Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405.Clause 405 Sr No 4.8- ( 2 ) - Wbm Gr-Ii Of Stone Ballast ( 45 - 63 Mm Size ) From Approved Quarry And Screening Material Type B11.2 Mm For Grading 2 @0.20 Cum Per 10- Sqm For Grading 2 Material From Approved Quarry. 4 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smoothwheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause405 Sr No 4.7- ( 3 ) - Wbm Gr-Iii ( 22.4-53 Mm Size ) Of Stone Ballast From And Screening Material Type B- ( 11.2 Mm For Grading 3 @0.18 Cum Per 10- Sqm ) . From Approved Quarry 5 B ) Brick Edging On Both Sides Of The Road Of Ist Class Bricks On Edge Laid With Mud Mortar Including Labour & Supply Of Bricks Finished To The Required Template & In Properalignment &Also Including Dressing, Ramming The Excavated Earth As Directed By E / I As Per S.Ino 765 Of Up, Pwd Specification.Si No-765 6 A ) Cartage Of Maxphalt From Godown To Site. 7 B ) Cartage Of Empty Drums Maxphalt From Site To Godown. 8 Providing & Applying Primer Coat With Bitumen Emulsion Ss-1 Grade On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg / Sqm Area Using Mechanical Means Complete As Per Mord Specification No 502 [ Sr. No. 5.1 ( I ) ] 9 Providing And Applying Tack Coat With Bitumen ( Vg-10 ) Using Emulsion Distributor At The Rate Of 0.35 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 502 Sr. 5.2 ( Iii ) 10 Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion 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 Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Type B As Per Technical Specification Clause 508. 11 Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type B And As Per Technical Specification Clause 510, As Approved. 12 ( A ) Earth Work In Ordinary Soil On Shoulders With Approved Material Up To 100 Meter Lead , Laying In 15 Cm Thick Compacted Layers, Breaking Clods, Dressing To Required Lines, Curves , Grade & Section, Watering And Compactionto Meet Requirements As Per Mord Specification Clause 302 ( I ) Complete.Si No-253 ( A ) 13 Direction Sign Board Of 4X3 Size Having18 Gauge Sheet With The Post Of 1-1 / 4 Dia.White & Red Alternate Painted Pipe Incl. Fixing In C.C. Of 1:2:4 Cement , C.Sand & Stone Grit With Piller. 14 A ) Supply Of Bitumen Emulsion ( Ss-1 ) For Priming Coat@ 0.70 Kg. / M2. 15 B ) Supply Of Bitumen V.G.-10 For Tack Coat @ 0.35 Kg. / M2 & V.G.-10 / Crmb For P.C. & Seal Coat @ ( 1.46+0.68 ) =2.14 Kg. / M2.

INR 1680 /-

INR 426800.0 /-

INR 42.68 Lakhs /-