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Construction Of Udharanapur To Bhailamau Marg Construction Of Embankment With Approved Material Obtained From Availble Land As Permitted And Approved By Engineer-In-Charge And As Per Technical Specitaion Clause 301.3.4.1, With All Lifts And Leads, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1And 300.2 As Per Technical Specification Clause 301.5 Wbm G2 -Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel 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 B 11.2 Mm For Grading 2 @0.20 Cum Per 10- Sqm And Binding Materialsstone Dust @0.06 Cum Per 10 Sqm For Grading 2 Material From Approved Quarry. Wbm G3-Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel 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 Clause 405 Sr No 4.7-3 - Wbm Gr-Iii 22.4-53 Mm Size Of Stone Ballast From And Screening Material Type B- 11.2Mm For Grading 3 @0.18 Cum Per 10-Sqm. From Approved Quarry Brick Edging -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. Cartage Of Maxphalt -A Cartage Of Maxphalt From Godown To Site. Cartage Of Maxphalt -B Cartage Of Empty Drums Maxphalt From Site To Godown. Prime Coat-Providing & Applying Primer Coat With Bitumen Emulsionss-1 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. 5.1I Tack Coat-Providing And Applying Tack Coat With Bitumen V.G.-10 Using Emulsion Distributor At The Rate Of 0.35 Kg/Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 502 Sr. 5.2Iii Premix Including Plastic Waste-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 With Addition Of 8.00% Waste Plastic By The Weight Of Bitumen In The Shredded Form 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 C As Per Technical Specification Clause 508.. Seal Coat-Providing And Laying Seal Coat 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, As Approved. Earth Work On Shoulders -Construction Of Embankment With Approved Material Obtained From Borrow Pitscarted Earth With A Lift Upto 1.5M & Lead Up To 1000 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 . As Per Technical Specification Clause 301.5 C Brick Soling With Straight Over Burnt Bricks Laid On Edge And Dry Labour Only Including Preparation Of Sub-Grade To Prescribed Camber Filling Joints With Local Earth Spreading Blinding Coat 1 Cm. 3/8 Depth Of Local Earth Over The Entire Surface And Including Cost Of Material, Labour And T&P Etc. Required For Proper Completion Of The Work. As Per Mord Specification 412 Sl No 4.18 Culvert-C Construction Of Np-3 Hume Pipe Culvert Of 450..Mm Dia. Along With Parapets To Allow Unhindered Longitudinal Flow Of Wateras Per Sheet Attached Road Furniture-A Direction Sign Board Of 4X3 Size Having 18 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. Bituminous Course-A Supply Of Bitumen Emulsion Ss-1 For Priming Coat @ 0.70 Kg./M2. Bituminous Course-B Supply Of Bitumen V.G.-10 For Tack Coat, P.C. & Seal Coat @ 0.35+1.3432+0.68 Kg./M2. .

TRN :19809423
State Government / Sugar
Hardoi - Uttar Pradesh

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