Tender For From Kajra Path Of Madanpur Panchayat To Additional Sub Health Center; 1 Adjacent To Pcc ( Pcc Portion ) 2 Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavatorat Omc, And Compacting With Smoothwheelroller To Achieve Thedesired Density, Complete As Per Technical Specification Clause 401. 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 To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. 4 Providing And Applying Primer Coat With Bitumen Emulsion ( Ss-1 ) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.90- 1.2 Kg / Sqm Using Mechanical Means As Per Technical Specification Clause 502. 5 Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surface Tretaed With Primer And Clened With Hydriloc Broom As Per Technical Specification Aclouse 503. 6 Providing, Laying And Rolling Of Close-Graded Premix Surfacing Material Of 20 Mm Thickness Composed Of 11.2 Mm To 0.9 Mm ( Type-A ) Or 13.2 Mm To 0.9 Mm ( Type-B ) Aggregates Using Penetration Grade Bitumen 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 8-10 Kn Static Roller And Finishing To Required Level And Grades As Per Technical Specification Clause 509 7 Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavatorat Omc, And Compacting With Smoothwheelroller To Achieve Thedesired Density, Complete As Per Technical Specification Clause 401. 8 Construction Of Panel Concrete , Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Caluse 1501.2.2 M 30 ( Grade ) Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding25mm, Mixed In A Concrete Mixer Ofnot Less Than 0.2 Cum Capasity And Appropriate Weigh Batcher Using Approved Mix Design , Laid In Approved Fixed Side Formwork ( Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing ) , Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continous Operation Including Provision Of Contraction And Expansion , Construction Joints, Applying Debonding Strips , Primer , Sealant , Dowel Bars, Near Approaches Tobridge / Culvert And Construction Joints, Admixture As Approved , Curing Of Concrete Slabs For 14 Days. Curing Compound ( Where Specified ) And Water Finishing To Lines Andgrade As Per Drawing And Technical Specification Clause 1501. Pcc Grade M-30 Eachpanel ( 0.50X0.50 ) Thickness 125 Mm 9 Providing And Fixing Of Retro Reflective Cautionary , Mandatory And Informatory Sign Board As Per Irc :67 Made Of 1.5 Mm Thick Ms Steel Duly Stove White Colour In Front And Gray Colour On Back With Red Reflective Border Of 65 Mm Width And Required Letters And Figureswith Reflective Tape Engineering Grade As Per Clause 1701.3.9 Of Mord For Rural Road Of Required Shade And Colour Supported And Welded On 47Mmx47mmx12swg Sheet Tube Firmly Fixed To The Ground By Mean Ofproperly Designed Foundation With M15 Grade Cement Concrete 450X450x600 Mm , 600Mm Below Ground Level As Per Approved Drawing Clause 1701.2.2. 10 Gst @ 18% And Labour ( In Lacs ) :-- 11 Labour Cess @ 1% ( In Lacs ) :-- 12 Add Seigniorage Fee @ 10% ( In Lacs ) :--